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HomeMy WebLinkAboutAppendix G-Existing & Projected Conditions prepared by: Robert Peccia & Associates www.rpa-hln.com and Alta Planning + Design www.altaplanning.com May 23, 2016 prepared for: City of Bozeman & Montana Department of Transportation BOZEMANTMP TRANSPORTATION MASTER PLAN EXISTING AND PROJECTED CONDITIONS Technical Memorandum FINAL BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 i FINALTABLE OF CONTENTS Table of Contents ............................................................................................ i List of Figures ................................................................................................................................................................ ii List of Tables ................................................................................................................................................................. iv 1.0. Introduction ............................................................................................. 1 2.0. Existing Transportation System ............................................................. 1 2.1. Transportation Network .................................................................................................................................... 2 2.1.1. Major Street Network ............................................................................................................................................ 2 2.1.2. Active Transportation Network .......................................................................................................................... 7 2.1.1. Freight and Rail Network .................................................................................................................................. 22 2.2. Transportation Conditions ............................................................................................................................. 27 2.2.1. Existing Roadway Volumes and Capacity ................................................................................................... 27 2.2.2. Active Transportation Data .............................................................................................................................. 31 2.2.3. Intersection Operations .................................................................................................................................................................................................................................. 38 2.2.4. Bicycle Operations ............................................................................................................................................................................................................................................ 46 3.0. Projected Transportation System .............................................................................................................. 48 3.1. Travel Demand Model Development ............................................................................................................................................................................................... 48 3.2. Projected Roadway Volumes and Capacity .................................................................................................................................................................................... 48 3.3. Projected Intersection Levels of Service .......................................................................................................................................................................................... 51 3.4. Active Transportation Benefits ............................................................................................................................................................................................................ 55 3.4.1. Health Benefits................................................................................................................................................................................................................................................... 56 3.4.2. Environmental Benefits ................................................................................................................................................................................................................................... 56 3.4.3. Transportation Benefits .................................................................................................................................................................................................................................. 57 3.4.4. Total Benefits ...................................................................................................................................................................................................................................................... 57 4.0. Safety .......................................................................................................................................................... 59 4.1. Study Area Crash Analysis ..................................................................................................................................................................................................................... 59 The City of Bozeman, MDT and RPA attempt to provide accommodations for any known disability that may interfere with a person participating in any service, program, or activity associated with this study. Alternative accessible formats of this information will be provided upon request. For further information, call (406) 447-5000 or (406) 582-2280. Accommodation requests must be made at least 48 hours prior to the scheduled activity and / or meeting. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 ii FINAL4.1.1. Crash Period ....................................................................................................................................................................................................................................................... 63 4.1.2. Environmental Factors .................................................................................................................................................................................................................................... 65 4.1.3. Crash Type........................................................................................................................................................................................................................................................... 67 4.1.4. Crash Severity .................................................................................................................................................................................................................................................... 69 4.1.5. Intersection Crashes ......................................................................................................................................................................................................................................... 72 4.2. Bicyclist and Pedestrian Crash Analysis ........................................................................................................................................................................................... 75 4.3. Safety Data Trend Analysis ................................................................................................................................................................................................................... 77 4.3.1. Impairment ......................................................................................................................................................................................................................................................... 77 4.3.2. Safety Belt Use ................................................................................................................................................................................................................................................... 77 4.3.3. Driver Age ............................................................................................................................................................................................................................................................ 78 4.3.4. Vehicle Type ........................................................................................................................................................................................................................................................ 79 4.3.5. Crash Severity .................................................................................................................................................................................................................................................... 79 5.0. Areas of Concern ........................................................................................................................................ 80 5.1. Existing Transportation Conditions ................................................................................................................................................................................................... 80 5.2. Projected Transportation Conditions ................................................................................................................................................................................................ 81 5.3. Safety ............................................................................................................................................................................................................................................................. 84 5.3.1. Crash Density ..................................................................................................................................................................................................................................................... 84 5.3.2. Intersection Crash Severity Rate .................................................................................................................................................................................................................. 84 5.3.3. Severe Crash Locations ................................................................................................................................................................................................................................... 85 5.3.4. Summary.............................................................................................................................................................................................................................................................. 85 5.3.5. Pedestrians and Bicyclists .............................................................................................................................................................................................................................. 86 5.4. Alternative Transportation Modes ..................................................................................................................................................................................................... 86 5.4.1. Pedestrian ............................................................................................................................................................................................................................................................ 86 5.4.2. Bicycle ................................................................................................................................................................................................................................................................... 87 5.4.3. Transit ................................................................................................................................................................................................................................................................... 88 LIST OF FIGURES Figure 2.1: Major Street Network ...................................................................................................................................................................................................................................... 5 Figure 2.2: Major Street Network (Detail Area) ........................................................................................................................................................................................................... 6 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 iii FINALFigure 2.3: Increase in Bicycle Facilities ........................................................................................................................................................................................................................... 7 Figure 2.4: Existing Bicycle Conditions .......................................................................................................................................................................................................................... 11 Figure 2.5: Existing Pedestrian Conditions .................................................................................................................................................................................................................. 15 Figure 2.6: Yearly Ridership ............................................................................................................................................................................................................................................... 18 Figure 2.7: Monthly Ridership........................................................................................................................................................................................................................................... 19 Figure 2.8: Trucking Activity Centers ............................................................................................................................................................................................................................. 24 Figure 2.9: At Grade Railroad Crossings ....................................................................................................................................................................................................................... 26 Figure 2.10: Existing Corridor Facility Size ................................................................................................................................................................................................................... 28 Figure 2.11: Existing Average Annual Daily Traffic ................................................................................................................................................................................................... 29 Figure 2.12: Existing Volume to Capacity Ratios ....................................................................................................................................................................................................... 30 Figure 2.13: Commute by Census Tract ........................................................................................................................................................................................................................ 32 Figure 2.14: Commute Mode Share Changes from Year 2000 ............................................................................................................................................................................ 33 Figure 2.15: Peer Cities Commute Mode Share ......................................................................................................................................................................................................... 34 Figure 2.16: Annual Bozeman Bike Counts (2011-2015) ........................................................................................................................................................................................ 36 Figure 2.17: Seasonal Variations in Walking and Bicycling (Missoula – 2015) .............................................................................................................................................. 37 Figure 2.18: Mode Share at Select Intersections ....................................................................................................................................................................................................... 37 Figure 2.19: Intersection Count Locations ................................................................................................................................................................................................................... 40 Figure 2.20: Existing Intersection Level of Service .................................................................................................................................................................................................... 45 Figure 2.21: Bicycle Level of Traffic Stress ................................................................................................................................................................................................................... 47 Figure 3.1: Projected Average Annual Daily Traffic .................................................................................................................................................................................................. 49 Figure 3.2: Projected Volume to Capacity Ratios ...................................................................................................................................................................................................... 50 Figure 3.3: Projected Intersection Level of Service ................................................................................................................................................................................................... 54 Figure 4.1: Crashes per Year .............................................................................................................................................................................................................................................. 60 Figure 4.2: Crash Density .................................................................................................................................................................................................................................................... 61 Figure 4.3: Crash Density (Detail Area) ......................................................................................................................................................................................................................... 62 Figure 4.4: Crash Time of Day Distribution ................................................................................................................................................................................................................. 6 3 Figure 4.5: Crash Month of the Year Distribution ..................................................................................................................................................................................................... 64 Figure 4.6: Crash Day of Week Distribution ................................................................................................................................................................................................................ 65 Figure 4.7: Weather Condition (Left), Road Surface (Center), and Lighting Condition (Right) Summaries ....................................................................................... 6 6 Figure 4.8: Crash Relation to Junction (Left) and Roadway (Right) ................................................................................................................................................................... 68 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 iv FINALFigure 4.9: Manner of Crash .............................................................................................................................................................................................................................................. 69 Figure 4.10: Crash Severity ................................................................................................................................................................................................................................................. 70 Figure 4.11: Severe Crash Locations............................................................................................................................................................................................................................... 71 Figure 4.12: Bicyclist and Pedestrian Crash Statistics .............................................................................................................................................................................................. 76 Figure 4.13: Driver’s Age Statistics .................................................................................................................................................................................................................................. 78 LIST OF TABLES Table 2.1: Active Transportation Programs and Events .......................................................................................................................................................................................... 21 Table 2.2: Heavy Vehicle Traffic at Select Locations ................................................................................................................................................................................................ 23 Table 2.3: Theoretical Roadway Capacity ..................................................................................................................................................................................................................... 27 Table 2.4: Commute Mode Share and Travel Time .................................................................................................................................................................................................. 31 Table 2.5: Intersection LOS Descriptions ...................................................................................................................................................................................................................... 39 Table 2.6: Existing Signalized Intersection Level of Service .................................................................................................................................................................................. 42 Table 2.7: Unsignalized Intersection Level of Service .............................................................................................................................................................................................. 44 Table 3.1: Projected Signalized Intersection Level of Service .............................................................................................................................................................................. 51 Table 3.2: Projected Unsignalized Intersection Level of Service ......................................................................................................................................................................... 52 Table 3.3: Projected Mode Share .................................................................................................................................................................................................................................... 55 Table 3.4: Health Benefit Estimate .................................................................................................................................................................................................................................. 56 Table 3.5: Environmental Benefit Estimates ................................................................................................................................................................................................................ 57 Table 3.6: Transportation Benefit Estimates ................................................................................................................................................................................................................ 57 Table 3.7: Total Benefit Estimates ................................................................................................................................................................................................................................... 58 Table 4.1: Relationship between Environmental Conditions ................................................................................................................................................................................ 67 Table 4.2: Intersection Crash Rate, Severity Index, and Severity Rate .............................................................................................................................................................. 73 Table 4.3: Crash Statistics for Alcohol/drug Related Crashes .............................................................................................................................................................................. 77 Table 4.4: Crash Statistics for Safety Belt Use ............................................................................................................................................................................................................ 7 7 Table 4.5: Crash Statistics for Vehicle Type ................................................................................................................................................................................................................. 79 Table 4.6: Crash Severity Statistics .................................................................................................................................................................................................................................. 79 Table 5.1: High Crash Severity Locations ..................................................................................................................................................................................................................... 85 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 v FINALAppendices Appendix A: Existing Intersection Levels of Service (LOS) Appendix B: Bozeman Committed Projects Appendix C: Projected Intersection Levels of Service (LOS) BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 vi FINALAbbreviations / Acronyms AADT Annual Average Daily Traffic ACS American Community Survey ASMSU Associated Students of Montana State University AWS All-way Stop BABAB Bozeman Area Bicycle Advisory Board BNSF BNSF Railway CIP Capital Improvement Plan DHV Design Hourly Vehicle ECB Exceeds Computational Bounds FRA Federal Railroad Administration GIS Geographic Information System GVLT Gallatin Valley Land Trust HRDC Human Resource Development Council lbs Pounds LOS Level of Service LTS Level of Traffic Stress MDT Montana Department of Transportation mph miles per hour MRL Montana Rail Link MSU Montana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 vii FINALNHTS National Household Travel Survey PDO Property Damage Only RPA Robert Peccia and Associates sec Seconds TAZ Transportation Analysis Zone TMP Transportation Master Plan TWS Two-way Stop TWLTL Two-way Left-Turn Lane v/c Volume to Capacity Ratio VMT Vehicle Miles Traveled vpd Vehicles per day BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 1 FINALExisting and Projected Conditions 1.0. INTRODUCTION To clearly understand a transportation network, it is important to evaluate the existing and projected conditions and the potential problem areas that may exist. To achieve this task for the Bozeman network, it was necessary to collect information on many aspects of the transportation system. Existing traffic data were used to establish existing conditions on major road segments within the study area. The existing data were forecasted out to the year 2040 using growth rates derived from a travel demand model built for Gallatin County. Utilizing the existing and projected data, the operational characteristics and potential traffic issues over the planning horizon were determined. A variety of data were used to help evaluate the system, including:  Existing functional classification,  Existing traffic data,  Existing bicycle and pedestrian data,  Existing roadway corridor size,  Current intersection turning movement counts,  Current traffic signal operation information,  Existing intersection and roadway configurations, and  Historic crash data. 2.0. EXISTING TRANSPORTATION SYSTEM Current information about the transportation system was analyzed to establish the existing traffic conditions and to determine potential problem areas. Existing data were provided by the Montana Department of Transportation (MDT) and the City of Bozeman. Additional data were collected in the fall of 2015 to supplement the available information. Using a combination of the supplied and collected data, the existing operational characteristics of the transportation network was determined. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 2 FINAL2.1. TRANSPORTATION NETWORK 2.1.1. Major Street Network In order to understand a community’s existing transportation system, it is necessary to first identify which roadways will be evaluated as part of the larger planning effort. A community’s transportation system is made up of a hierarchy or roadways, with each roadway being classified according to certain parameters including, but not limited to, geometric configuration, traffic volumes, spacing in the community’s transportation grid, speed, and adjacent land use. Functional classification is a method of classifying roads by the service they provide as part of the overall roadway network. Most travel involves movement through a network of roads. Functional classification defines the nature of traveling within a network in a logical and efficient manner by defining the part that any particular road or street should play in serving the flow of trips through the entire network. For this evaluation, emphasis was placed on roadways that are functionally classified as collectors, minor arterials, or principal arterials within the study area. These functional classifications are not limited to the “urban” or “rural” settings. The local streets, the lowest ranking roadways, are not examined due to the assumption that if the major street network (i.e. collectors and above) is functioning to an acceptable level, the local roadways are not being used beyond their intended function. However, if problems begin to occur on the major street network, then the resulting issues will begin to infiltrate neighborhood routes (i.e. local streets). As such, the overall health of a community’s transportation system can be characterized by the health of the major street network. Included in the current study area are roadways with functional classifications of interstate system, principal arterial, minor arterial, collector routes, and local streets. Rural roadways in the study area generally carry a smaller volume than their urban counterparts. Although traffic volumes may differ on urban and rural sections of a roadway, it is important to maintain coordinated right-of-way standards to allow for efficient operation and urban development. The following list provides general descriptions of these functional classifications: Interstate Highways The main purpose of an interstate highway is to provide for regional and interstate transportation of people and goods. Primary users are all types, including local residents, commuters, travelers, and freight operators. Interstate highways are characterized by having fully controlled access (provided by a limited number of interchanges), high design speeds, and a high level of driver comfort and safety. The interstate system has been designed as a high-speed facility with all road intersections being grade separated. Interstate 90 traverses the study area as a four-lane divided highway. Interstate Highway – I-90 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 3 FINALPrincipal Arterial System The purpose of the principal arterial is to serve the major centers of activity, the highest traffic volume corridors, and the longest trip distances in an area. This classification of roadway carries a high proportion of the total traffic. Most of the vehicles entering and leaving the area utilize principal arterials. Significant intra-area travel, such as between central business districts and outlying residential areas and between major suburban centers, is served by principal arterials. The spacing between principal arterials may vary from less than one mile in highly developed areas, to five miles or more on the urban fringes. Principal arterials connect to other principal arterials or to the interstate system. The major purpose of the principal arterial is to provide expedient movement of traffic, not access to abutting lands. Minor Arterial Street System The minor arterial street system interconnects with and augments the principal arterial system. They accommodate trips of moderate length at a somewhat lower level of travel mobility as compared to principal arterials, and they distribute travel to smaller geographic areas. With an emphasis on traffic mobility, minor arterials include all arterials not classified as principal arterials while providing some access to adjacent lands. The spacing of minor arterial streets may vary from several blocks to half a mile in highly developed areas of a town, to several miles in the urban fringes. They are normally spaced more than one mile apart in fully developed areas. Collector Street System The collector street network serves a joint purpose – provide equal priority to the movement of traffic and to access residential, business, and industrial areas. This type of roadway differs from those of the arterial system in that collector roadways may traverse residential neighborhoods. The collector system distributes trips from the arterials to the user’s ultimate destinations. The collector streets also collect traffic from local streets in the residential neighborhoods, and channel the traffic to the arterial system. The actual location of collectors should be flexible to best serve developing areas and the public. The collector street system should intersect arterial streets at a uniform spacing of one-half to Principal Arterial – 19th Avenue Minor Arterial – Durston Road Collector Street – Ferguson Avenue BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 4 FINALone-quarter mile in order to maintain good progression on the arterial network. Ideally, collectors should be no longer than one to two miles and should be continuous for their entire length. Local Street System The local street network comprises all facilities not included in the higher systems. The primary purpose of local streets is to permit direct access to abutting lands and connections to higher systems. Usually service to through-traffic movements is intentionally discouraged either through low speed limits or other traffic calming measures. Figures 2.1 and 2.2 present the major street network as contained in the adopted Greater Bozeman Area Transportation Plan (2007 Update). The figures show existing roadway classifications along with future extensions of major streets. Note that the functional classifications shown in the figures may not represent the “Federally approved” functional classification system, rather, they show the locally adopted classifications. These classifications are used for planning purposes and may not be representative of actual conditions. Local Street – Sanders Avenue BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 5 FINAL Figure 2.1: Major Street Network 9090191848586411345205345235191191HIGHLAND BLVDS 3RD AVEWILLSON AVEGRIFFIN DRKAGY BLVDDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTERLNBABCOCK STE VALLEY CENTER RDPEACH STMENDENHALL STS CHURCH AVE S 19TH AVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEGALLATINRDHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRBRIDGERCANYONRDN 7TH AVEN 19TH AVEJACKRABBIT LNMAIN STDURSTON RDCOTTONWOOD RDDAVIS LNBABCOCK STBAXTER LNOAK STGARFIELD STPATTERSON RDFOWLER LNGOOCH HILL RDBLACKWOOD RDSOURDOUGH RDGOLDENSTEIN LNS 3RD AVESTUCKY RDFERGUSON AVEFOWLER AVE27TH STBEAR CANYON RD LOVE LNHARPER PUCKETT RDGRAF STNASH RDBOZEMAN TRAIL TAYABESHOCKUP RDFRONTAGE RDFORT ELLIS RDGRAF ST CATMOUNT STNELSON RDMCILHATTAN RDMANLEY RDSTORY MILL RDMajor StreetNetwork012½MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*The functional classifications shown are containedin the 2007 LRTP and do not reflect the federallyapproved functional classification criteria.Functional Class*Future CollectorCollectorInterstatePrincipal ArterialFuture Principal ArterialFuture Minor ArterialMinor ArterialBozeman City LimitsStudy AreaMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 6 FINAL Figure 2.2: Major Street Network (Detail Area) 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNMajor StreetNetwork(Detail Area)0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*The functional classifications shown are containedin the 2007 LRTP and do not reflect the federallyapproved functional classification criteria.Functional Class*Future CollectorCollectorInterstatePrincipal ArterialFuture Principal ArterialMinor ArterialFuture Minor ArterialStudy AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 7 FINAL2.1.2. Active Transportation Network 2.1.2.1 Bicycle Facilities The City of Bozeman has made great progress on its active transportation network since the Greater Bozeman Area Transportation Plan (2007 Update) and the 2007 Parks, Recreations, and Open Space Plan. All facility types have approximately doubled or more in this intervening period. The increase in facilities has likely resulted in measured increases in bicycling in Bozeman. Bicycle commuting mode share increased from 4.7 percent of commute trips to 6.3 percent of commute trips between 2000 and 2010. The City of Bozeman measured an instantaneous increase in bicycling and walking along West Babcock Street in 2007 of 256 percent when bike lanes and sidewalks were installed. Figure 2.3 shows recent increases in bicycle facilities by type. For the unpaved trails, 2007 baseline data was not available so 2005 data was utilized. Figure 2.3: Increase in Bicycle Facilities 15.633.2051015202530352007 2015Total MileageBike Lanes113%Increase12.632.0051015202530352007 2015Total MileageShared-Use Paths154%Increase48.092.201020304050607080901002005 2015Total MileageUnpaved Trails92%Increase BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 8 FINALThe following list describes the various bicycle facilities found in Bozeman and other cities. Figure 2.4 shows the existing bicycle facilities within the TMP study area. Bike Routes Bike routes include paved shoulders and shared roadways where bicyclists and cars operate within the same travel lane, either side by side or in single file depending on roadway configuration. The most basic type of bikeway is a signed shared roadway. This facility is used to connect other bikeways – usually bike lanes - or designate preferred routes through high-demand corridors. Bozeman has a network of signed bike routes that operate both as shared roadways and, in some instances, with paved shoulders. Some of these roadways, such as Mendenhall Street, have shared lane markings installed which raise the visibility of bicycling and promote safer behavior by both bicyclists and motorists. Bozeman has approximately 18 miles of bike routes officially designated through signage. Bike Lanes Bike lanes are a type of separated bikeway that uses signage and striping to delineate the right-of-way assigned to bicyclists and motorists. Bike lanes encourage predictable movement by both bicyclists and motorists. Bozeman has approximately 33 miles of on-street bike lanes. Bike Route Signage – Grand Avenue Bike Lane – Peach Street BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 9 FINALShared-use Paths Shared-use paths are off-street paved trails that are designated for the use of bicyclists, pedestrians, and other non-motorized users such as skateboarders and rollerbladers. Examples include the Oak Street shared-use path and the College Street to Huffine Lane pathway. Bozeman has approximately 32 miles of shared-use paths. Natural Surface Trails Natural surface trails are present in nearly every part of Bozeman. These facilities link neighborhoods, provide connections along streams (West Side Trail) and follow old railroad alignments like the Gallagator Trail and Story Mill Spur. These facilities fulfill, along with the rest of the sidewalk and shared use path network, both transportation and recreational functions. Bozeman has an extensive network that is constantly being expanded through developer built trails and other initiatives led by the City of Bozeman and Gallatin Valley Land Trust (GVLT). Much of the trail system has wayfinding and kiosks with maps and other information. Bozeman has approximately 92 miles of unpaved natural surface trails. Shared-use Path – College Street Natural Surface Trail – Gallatin Valley Regional Park BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 10 FINALBicycle Boulevards While not fully developed in Bozeman, bicycle boulevards are streets that are comfortable for most bicyclists to ride on due to low motorized traffic volumes and speeds. They are designated and designed to give bicycle travel priority. Bicycle boulevards are designated with signs, pavement markings, and wayfinding elements. Additionally, they create safe, convenient bicycle crossings of busy arterial streets. If necessary, they can also employ speed or volume management techniques to keep them comfortable for bicyclists by reducing speeds and cut-through traffic. The City of Bozeman has not officially designated any streets as bicycle boulevards, however, there are many streets that currently have many of these features including pavement markings, wayfinding signage, and even a diverter (South 6th Avenue). Separated Bike Lanes While not currently found in Bozeman, separated bike lanes combine the user experience of a separate path with the on-street infrastructure of conventional bike lanes through various forms of physical separation from adjacent traffic. Two such facilities are currently in place in Missoula. Bicycle Boulevard – Minneapolis, MN Separated Bike Lane – Missoula, MT BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 11 FINAL Figure 2.4: Existing Bicycle Conditions 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNExisting BicycleConditions0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendSource: City of Bozeman, MDT, RPA, ALTARailroadBicycle Facility TypeStudy AreaBozeman City LimitsMontana State UniversityTrailBicycle LaneDesignated Bicycle RouteShared-use Path BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 12 FINAL2.1.2.2 Pedestrian Facilities Bozeman’s pedestrian facilities are generally good, with plentiful sidewalks that are typically in good condition. The City does have several challenges to achieving a fully connected pedestrian network. The following list describes these challenges. Figure 2.5 presents the existing pedestrian network within the TMP study area. Neighborhoods Lacking Sidewalks Many County subdivisions and some City neighborhoods lack sidewalks completely. Most of these areas were constructed in the 1970s and 1980s. The City has made attempts to bring sidewalks to some of these neighborhoods and met resistance from some of the residents. Incomplete Subdivisions The responsibility to construct sidewalks currently lies at the individual lot level when the lot is developed. This has resulted in piecemeal sidewalk connectivity in subdivisions that have not yet been fully built out. Developers are required to construct the sidewalks after three years if the lots are not developed. However, the economic down-turn of 2008 through 2013 left many developers bankrupt and resulted in significant gaps in the sidewalk network. This deficiency is not shown in Figure 2.5 as it is fluid and changing regularly. Street Lacking Sidewalk Gap in Pedestrian Network BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 13 FINALArterials and Collectors Several of Bozeman’s arterials and collectors were originally constructed to County standards many years ago. As the city has grown, many of these streets have been reconstructed to newer standards to include sidewalks. Many streets, such as West Babcock Street from 11th to 19th Avenues, have never been reconstructed. Old Infrastructure Many of Bozeman’s older neighborhoods still have their original sidewalks, some of which have been in place for more than a century. While many are in good condition, some are cracked, heaved by tree roots, or lack accessible ramps at street corners. The City has been addressing these issues and making steady annual progress, however, there is a backlog that will still require many years of effort. According to section 12.20.035 of the Bozeman Municipal Code, the City may notify property owners that repairs are necessary and the property owner has 30 days for repair or replacement. Root Heaving on Old Infrastructure Missing Sidewalk on Collector Street BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 14 FINALCrossings Many of Bozeman’s signalized and unsignalized pedestrian crossings could benefit from enhancements which would make the crossing more visible to motorists and more comfortable to pedestrians and trail users. Many key pedestrian desire lines, such as mid-block trail crossings, are not accommodated. Flashing Beacons at Crosswalk BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 15 FINAL Figure 2.5: Existing Pedestrian Conditions 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNExistingPedestrianConditions0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA, ALTANeighborhoods LackingSidewalksExisting TrailExisting Shared-use PathSidewalk Gap**Sidewalk gaps are only depicted for those roadwayson the Major Street Network.Study AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 16 FINAL2.1.2.3 Transit Facilities Streamline provides fixed route public transportation in Bozeman, Belgrade, and Livingston. Streamline began as a partnership between the Human Resource Development Council (HRDC), District IX, and the Associated Students of Montana State University (ASMSU). The partnership now includes the cities of Bozeman and Belgrade and the President’s Office at Montana State University. Streamline was recently honored as one of five urban transit systems throughout the nation to be awarded an Outstanding Service Award by the Federal Transit Administration. Riders are overwhelmingly MSU students, faculty, and staff. This is both because universities tend to generate significant ridership, and because Streamline’s service is MSU-centric with routes and schedules designed to serve MSU students and employees. Streamline is fare free for all routes. Current routes provided by Streamline are described below1:  Daytime (Fixed Route): Three daytime routes service Bozeman on one-hour headways between 6:30 AM and 7:15 PM, Monday through Friday. During the MSU school year, two routes are run at half-hour headways during the AM, between 6:30 AM and 9:30 AM, and PM, between 4:00 PM and 6:30 PM, peak hours.  Latenight (Deviated Fixed Route): The Latenight routes were added in FY 2008. These two routes run between 9:00 PM and 2:30 AM, Thursday, Friday, and Saturday only when MSU is in session. One route provides half-hour service between MSU and downtown, while the other route provides one-hour service to a wider service area including Valley West and other areas north of Main Street. To ensure the safety of those on the bus, a security individual rides on all Latenight busses.  Bridger Bowl/Bohart Ranch (Deviated Fixed Route, Seasonal): Operated during ski season, the Bridger Bowl/Bohart Ranch routes provide rides to and from Bridger Bowl and Bohart ranch between 8:00 AM and 4:45 PM on weekends only. This route is intended to address parking and congestion issues at the respective ski areas. A park-and-ride lot is available at the Gallatin County Fairgrounds. 1 Streamline, Routes & Schedules, http://www.streamlinebus.com/routes-schedules/, accessed 03/29/2016. Streamline Bus BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 17 FINAL Saturday Service (Fixed Route): Saturday service is provided for the same four in town routes as the Daytime service from 7:30 AM to 6:15 PM on Saturdays. All routes operate at one-hour headways.  Livingston Commuter (Fixed Route): The Livingston Commuter route consists of an AM and PM route to/from Livingston. The AM route departs Bozeman at 5:50 AM and returns at 7:30. The PM route picks up passengers around Bozeman between 4:35 and 5:25 PM before traveling to Livingston for a 6:10 PM stop.  Belgrade Commuter (Fixed Route): The Belgrade Commuter route, called the Greenline Express, was created to meet increasing demand for public commuter service between Belgrade and Bozeman. Beginning in Belgrade every weekday, the first bus leaves from Belgrade at 6:35 AM and heads into Bozeman with several stops along the way before reaching MSU. The Greenline makes six trips a day – two in the morning, two in the afternoon, and two in the evening – with the last stop in Belgrade at 7:00 PM. Streamline Ridership Trends Ridership data are collected by the drivers when a passenger boards the bus. Monthly ridership data for all routes between fiscal year 2007 and 2015 were provided by Streamline. These data do not provide information for boardings and alightings at specific stops, rather the data are categorized as daytime, late night, Livingston, Bridger Bowl/Bohart Ranch, and Gardner/Mammoth. The Bridger Bowl/Bohart Ranch line runs on weekends during the ski season, approximately from early December to early April. The Gardner/Mammoth route was tested in fiscal year 2011, however, due to low ridership the route was canceled. Both the Bridger Bowl/Bohart Ranch and Gardner/Mammoth routes are not included in the following analysis. Furthermore, fiscal year 2010 was the first year to have weekday, Saturday, late night, and Livingston service, as such, the following analysis will include data from fiscal year 2010 to 2015. Streamline ridership trends can be summarized on a year-to-year and a month-to-month basis. Data show that total ridership has increased year-to-year from 2010 until 2014. A slight decrease in ridership was seen in 2015. The average annual growth rate based on simple compound growth is 7.5 percent. Figure 2.6 presents the total combined ridership for the weekday, Saturday, late night, and Livingston routes. Individually, the Saturday and late night categories showed increasing ridership in fiscal year 2015. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 18 FINAL Figure 2.6: Yearly Ridership On a month-by-month basis, seasonal variation in ridership can be seen with winter months generally having greater ridership as compared to summer months. It can also be seen that ridership in December decreases as compared to November and January. This trend could be attributed to the holiday season and university students returning home for winter break. The daytime, Saturday, and Livingston categories show less seasonal variation, possible due to more non-university users. The late night category shows the greatest variation throughout the year with peaks in April and October and a low in July. Weather and availability of other transportation modes may also contribute seasonal variation of ridership. Figure 2.7 shows the average percentage of boardings for each month. 315,992326,856279,660275,537237,297231,064201520142013201220112010Total BoardingsFiscal Year BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 19 FINAL Figure 2.7: Monthly Ridership Pedestrian and Bicycle Connectivity to Transit Streamline’s five weekday lines are all one-way loops and have been adjusted over the years to become more efficient and beneficial to the community. Bus stop amenities are varied and range from high-quality custom designed shelters with benches and information to simple bus stop signs with a route timetable. Walking and bicycling are natural compliments to transit use. Transit use can be improved by high-quality pedestrian and bicycle facilities that can fill in the “first or last mile” of transit journeys. For the most part pedestrian amenities are present along bus routes, with some exceptions, such as along collector or arterial roads that have not fully been built out yet. 0.0%2.0%4.0%6.0%8.0%10.0%12.0%14.0%JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DECAverage Percentage of BoardingsDaytimeLatenightSaturdayLivingston BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 20 FINAL2.1.2.4 Active Transportation Facility Maintenance Active transportation facilities are maintained in different ways by different departments and groups within the City of Bozeman. The following describes current maintenance activities for active transportation facilities:  On-Street Pavement Markings: Bike lane and crosswalk striping is replaced in conjunction with the overall pavement marking replacement. The City of Bozeman contracts restriping annually. Some pavement markings have been installed as recessed thermoplastic which lasts much longer. For example, when South 3rd Avenue was chip sealed in 2013, the existing thermoplastic pavement markings that were applied in the late 1990s were still in good condition. Streets are snow plowed by MDT and City crews. The City of Bozeman has worked in recent years to improve plowing of bike lanes so that they are functional during the winter months and to sweep them clear of debris in the spring.  Paved Shared-Use Paths: Most of Bozeman’s asphalt shared-use paths are under 15 years old, however, some are reaching the point where surface preservation is needed. One of the issues faced is the varying quality of construction as many of these facilities were built by developers. There are multiple examples of asphalt trails deteriorating due to improper construction. The City of Bozeman has responded to some spot location for repairs, however, there is no substantial funding or program in place to conduct maintenance. Parks and Recreation and the Streets Departments have worked together to manage the inventory of asphalt shared-use paths. Various departments including Streets, Forestry, Cemetery, and Parks and Recreation have plowing responsibilities. Parks has taken a larger role and has received additional equipment from the Streets Department.  Natural Surface Trails: Natural surface trails are a cost effective facility type with nearly 100 miles of facilities in place. The City’s Parks and Recreation Department has a “Trail Boss” position which organizes and conducts maintenance on 67 miles of natural surface trail – including 66 bridges. Additionally, the City of Bozeman partners with the GVLT for maintenance. GVLT maintains trails that are in the County and organizes volunteer work days on City trails. Natural surface trails are not maintained during the winter months. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 21 FINAL2.1.2.5 Active Transportation Programs and Events Since 2007, there have been many new programs created and sustained by a variety of groups within Bozeman. Table 2.1 summarizes these programs. Table 2.1: Active Transportation Programs and Events Program Summary Group/Agency Bike Counts Each September since 2011 the Bozeman Area Bicycle Advisory Board (BABAB) has organized volunteers to count bicycles at 15 locations around Bozeman. The counts are conducted in accordance with the National Bicycle and Pedestrian Documentation Project. BABAB Bike Swap Each May the Gallatin Valley Fairgrounds are utilized to sell used bicycle equipment. The event is well attended each year. Gallatin Valley Bike Club Bike to Work Week Each May volunteers and local businesses work together to encourage and reward individuals for biking to work. “Energizer Stations” each morning provide free coffee and breakfast treats to participating bicyclists. Additionally, other bicycle themed events are organized. BABAB, MSU Bike Training/Education Classes involving teaching the rules of the road, proper riding technique and bicycle safety are periodically taught at a variety of venues. BABAB, MSU, Bike Kitchen Bozeman Biking Website The City of Bozeman hosts a website (http://www.bozeman.net/bicycles) that has some materials in development including the recommendations from the League of American Bicyclists. There are two other websites that could cause redundancy and confusion among users. BABAB Community Bikes Complete bicycles are provided to individuals who are endorsed by a selection of participating local community organizations. Bike Kitchen, Human Resource Development Council, Gallatin Valley Food Bank, Thrive, Haven, etc. Community Shop The Bike Kitchen has open tools and repair stands available any time during regular hours for members of the public to conduct and learn bicycle repair. Bike Kitchen Discovery Walks In 2015, there were 15 community walks with a theme: art, history, bird watching, etc. The program reached 267 participants over 38 free guided walks. This has resulted in getting more people to know the trail system. GVLT Earn a Bike Volunteers at the Bike Kitchen can pick out a bike frame and build a complete bicycle from it after 16 hours of volunteer time. Bike Kitchen High School Driver’s Education and Safety BABAB developed a presentation aimed at raising awareness of bicycling issues for the Bozeman High School Driver’s Education class. The program was initiated in 2013. Furthermore, BABAB has a high school ambassador who has organized events targeted at Bozeman High students. BABAB Speed Enforcement Mobile speed trailers are relocated frequently around Bozeman to remind drivers of the speed limit. Permanent radar speed signs are installed near most of the city’s elementary schools. Bozeman Police Department Tail/Bike Maps Both GVLT and the BABAB publish a hard copy paper map of the City of Bozeman. The maps contain similar information, with the GVLT map costing $3 and focusing on the trail system. The BABAB map focuses more on bicycle facilities and is free. There is no user friendly on-line map as of 2015. GVLT, BABAB BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 22 FINALProgram Summary Group/Agency Trail Ambassadors Volunteers are present at trailheads and on the trail system to assist users with wayfinding, etiquette, and handing out dog bags and leashes. In 2015, there were 225 hours of patrols and 2,748 contacts made with the public GVLT Trail Volunteers GVLT organizes volunteers to help maintain the trail system. GVLT oversees the work and the City provides materials. In fiscal year 2015, there were 753 volunteers amassing 2,823 volunteer hours. GVLT, City of Bozeman Trail Wayfinding In 2015, GVLT added or replaced 575 signs for the trail wayfinding totems. GVLT has also installed 25 kiosks with 15 additional kiosks to be installed in the future. GVLT Trails Rx In 2015, 15 health providers “prescribed” physical activity on the trail system. GVLT has provided the providers with trail maps, handouts, etc. GVLT 2.1.1. Freight and Rail Network Freight and Heavy Vehicles The City of Bozeman is situated near the junction of Interstate 90 (I-90), US Highway 191 (US 191), and State Highway 84. I-90 connects Bozeman with Billings and Interstate 94 to the east and Butte and Interstate 15 to the west. US 191 extends south to West Yellowstone were it connects to US Highway 20. State Highway 84 travels west to its junction with US Highway 287 in Norris. Each of these routes serve regional, national, and international trade. As such, it is important that delivery vehicles are able to travel through the area in a safe and effective manner. Within the study area, of major concern is the volume of heavy vehicle traffic in downtown Bozeman. A 2015 study found that of the approximately 300 heavy vehicles that use Main Street on a typical weekday, approximately 39 percent are through trips.2 No truck routes are designated within the City of Bozeman. Roadway capacity, functional classification, and geography generally dictate which routes heavy vehicles use. Heavy vehicle traffic on major roadways within the study area is summarized in Table 2.2. 2 Understanding Commercial Truck Traffic Through Downtown Bozeman, Prepared for the Downtown Bozeman Partnership by the Western Transportation Institute, June 2015 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 23 FINALTable 2.2: Heavy Vehicle Traffic at Select Locations Location 2014 AADT Percent Heavy Vehicles 2014 Heavy Vehicles (per day average) I-90 east of Main St. 15,330 14.2 2,178 I-90 btwn Main St and 7th Ave 16,820 12.5 2,097 I-90 btwn 7th Ave and 19th Ave 17,940 12.6 2,257 I-90 west of 19th Ave 19,050 11.8 2,257 Main St east of Highland Blvd* 12,680 3.1 392 Main St west of 19th Ave* 22,920 1.7 476 Huffine Ln west of Cottonwood Road* 23,000 2.1 476 19th Ave north of Baxter Ln* 25,030 1.9 260 7th Ave north of Oak St* 21,190 1.5 312 Oak St west of 7th Ave* 16.300 1.8 295 Durston Rd west of 7th Ave* 11,170 1.2 139 19th Ave north of College St* 17,120 1.5 254 Kagy Blvd east of 19th Ave* 13,560 1.1 150 * MDT does not collect classification data at these locations due to heavy traffic. Heavy vehicle percentages are derived based on adjustment formulas. The specific location of trucking activity centers can greatly affect the transportation network as a whole. For example, if a business wishes to receive daily deliveries from heavy vehicles, they would need to ensure that the trucks have a safe location to unload goods. If a loading dock or large parking area were not available, it is possible the truck would have to stop in the roadway while unloading (note that the latter does occur in some areas of Bozeman’s downtown). This would block traffic and may create a safety hazard. Many businesses that generate a high volume of truck traffic tend to be located in industrial or commercial areas that allow for large unloading areas. While not exhaustive, Figure 2.8 presents the locations of trucking activity centers located within the study area boundary. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 24 FINAL Figure 2.8: Trucking Activity Centers 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNWalmartMergenthalerTransfer & StorageConocoBulk PlantCostco WholesaleTargetUS PostOfficeHome DepotLowesKenyon NobleLumberSimkins-HallinLumberSimkins-HallinTop ShopEmpire BuildingMaterialsUS Post OfficePepsi-ColaLehrkind's BottlingEmpire Building MaterialsStorage YardBronken's DistributingSmith'sAlbertson'sSafewayRosauersTown & CountryFoodsTown & Country FoodsKarst StageFirst StudentBus BarnCity ShopComplexMDTAg DepotKenyon NobleAce HardwareAce HardwareGallatin Valley MallDairygoldTrucking ActivityCenters0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPATrucking Activity CentersStudy AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 25 FINALRail The main rail line through Bozeman is currently owned by BNSF Railway (BNSF) and is leased to Montana Rail Link (MRL). The line is designated as Subdivision Two – Spurling to Helena. Speed limits range from 10 to 45 miles per hour on the main track and 10 to 35 miles per hour on turnouts, sidings, and other track. The section of track through Bozeman is designated as a Federal Railroad Administration Excepted Track, effectively limiting operations to a maximum of 10 miles per hour. Data on the current number of daily trains through Bozeman are unavailable, however, in 2006, a total of 5,669 trains passed through Bozeman for an average of 16 trains per day3. MRL operates one local train from Livingston to Logan and back to Livingston Monday through Friday. This local train accounts for 520 trains per year. The number of cars in the local train is dictated by lumber pickups in Bozeman but averages about five cars per train. Through trains average approximately 110 cars per train In Bozeman, railroad siding locations for loading and offloading (including local car gathering) currently only exist at the Idaho Pole site on North Wallace Street. The prospective Mandeville industrial park would include the second site. A total of nine at grade crossings exist within the study area. Traffic control at these sites varies and includes crossbucks, gates, or post with flashing lights. Figure 2.9 displays the location and traffic control for each at-grade rail crossing within the study area. 3 Mandeville Industrial Park Railroad Feasibility Study, Prepared for the City of Bozeman by Great West Engineering, March 27, 2007 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 26 FINAL Figure 2.9: At Grade Railroad Crossings 9090191848586411345205345235191191HIGHLAND BLVDS 3RD AVEWILLSON AVEGRIFFIN DRKAGY BLVDDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTERLNBABCOCK STE VALLEY CENTER RDPEACH STMENDENHALL STS CHURCH AVE S 19TH AVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEGALLATINRDHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRBRIDGERCANYONRDN 7TH AVEN 19TH AVEJACKRABBIT LNMAIN STDURSTON RDCOTTONWOOD RDDAVIS LNBABCOCK STBAXTER LNOAK STGARFIELD STPATTERSON RDFOWLER LNGOOCH HILL RDBLACKWOOD RDSOURDOUGH RDGOLDENSTEIN LNS 3RD AVESTUCKY RDFERGUSON AVEFOWLER AVE27TH STBEAR CANYON RD LOVE LNHARPER PUCKETT RDGRAF STNASH RDBOZEMAN TRAIL TAYABESHOCKUP RDFRONTAGE RDFORT ELLIS RDGRAF ST CATMOUNT STNELSON RDMCILHATTAN RDMANLEY RDSTORY MILL RDAt Grade Rail-road Crossings012½MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPATraffic Control TypePost Flashing LightsGatesCrossbucksBozeman City LimitsStudy AreaMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 27 FINAL2.2. TRANSPORTATION CONDITIONS 2.2.1. Existing Roadway Volumes and Capacity Existing roadway traffic data were collected by MDT and the City of Bozeman. The data were used to establish traffic conditions and to provide reliable data on historic traffic volumes. Average annual daily traffic (AADT) counts for the year 2014 were used to represent existing conditions. The existing facility size for the major street network is presented in Figure 2.10. The existing AADT along the major street network is presented in Figure 2.11. The capacity of the roadways is of critical importance when looking at the growth of the community. As traffic volumes increase, vehicle flow deteriorates. When traffic volumes approach and exceed the available capacity, users experience congestion and vehicle delay. As such, it is important to investigate the size and configuration of the existing roadways and to determine if these roads need to be expanded to accommodate the existing or projected traffic demands. The capacity of a roadway is based on a number of features including the number of lanes, intersection function, access and intersection spacing, vehicle fleet mix, roadway geometrics, and vehicle speeds. Individual roadway capacity varies greatly and should be calculated on an individual basis. However, for planning and comparison purposes, theoretical roadway capacities were developed based on simplistic roadway configurations. Table 2.3 presents the capacities that have been used for this work. The values given in Table 2.3 are not intended to be used to set any thresholds for roadway performance, but rather provide general information to be used for comparison purposes. Table 2.3: Theoretical Roadway Capacity Road Configuration Capacity (vpd)* 2 Lane 12,000 2 Lane – Divided/TWLTL† 18,000 4 Lane 24,000 4 Lane – Divided/TWLTL† 32,000 Interstate 68,000 * Values represent planning level daily capacities developed for this TMP and are intended for comparison purposes only. Actual physical roadway capacity can vary greatly depending on roadway design features and access control. † Two-way Left-turn Lane A roadway’s capacity, and volume-to-capacity (v/c) ratio, can be used as a comparison tool when looking at the transportation system. The v/c ratio of a roadway is defined as the traffic volume on the roadway divided by the capacity of the roadway. Figure 2.12 presents the resultant v/c ratios for the existing major street network. The v/c ratios help identify potential capacity deficiencies on the transportation system. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 28 FINAL Figure 2.10: Existing Corridor Facility Size 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNExisting CorridorFacility Size0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*Two-Way Left-Turn Lane (TWLTL)Corridor Size*One-Way StreetInterstate2 LanesDivided/TWLTLUndivided/No TWLTL4 LanesUndivided/No TWLTLDivided/TWLTL3 LanesDivided/TWLTLLocal RoadStudy AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 29 FINAL Figure 2.11: Existing Average Annual Daily Traffic 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LN5,7607,5007,3406,9209,54012,550750 7,7308 ,6 4 0 5,30020,0802 ,1 70 7,4908,1409,76020,80024,910 3,48022,67015,97023,0007,59013,56015,33024,14022,03015,8901,91015,9702,830 8 ,5 7 0 3,2109,1204 ,7 7 0 3,07010,1002,8305,3908,16019,0502,7301 7 ,9 4 0 16,8209,18012,20010,7008,3903,96013,8504,5604,8104,51013,01011,93012,9402,5803,3409,1007,3109,29010,2609,87013,78017,95021,19012,6805,7702,15016,77011,31012,6606,6703,32025,030 4,9344,3616,2703,0971,05872110,1583,9283,1216,9834,4445,1576,6509,2144444,1096392,866 8,4808,9363,9915,418Existing AverageAnnual DailyTraffic0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*The functional classifications shown are containedin the 2007 LRTP and do not reflect the federallyapproved functional classification criteria.Functional Class*InterstatePrincipal ArterialMinor Arterial**Data provided by MDT Data and Statistics.CollectorStudy AreaBozeman City LimitsMontana State University2014 Average Annual DailyTraffic**2,5002014 Travel Demand ModelVolume***2,500***Traffic volumes determined through the traveldemand model were used in locations where currenttraffic counts do not exist and may not representactual conditions. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 30 FINAL Figure 2.12: Existing Volume to Capacity Ratios 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LN0.340.480.410.630.280.360.610.710.260.850.580.530.260.090.560.520.660.430 .4 8 0.440.630.560 .1 80.420.520.470.680.810.120.650.260.78 0.290.580.710.670.720.630.230.750.370.430.690.160.550.500.770.24 0 .4 8 0.270.510 .1 5 0.740.260.840.240.450.680.280.230.450 .2 6 0.250.770.680.590.700.330.580.380.400.250.410.660.220.090.760.610.770.820.770.400.320.180.700.560.280.78 0.331.321.081.130.050.060.06 0.04Existing Volumeto CapacityRatios0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*The functional classifications shown are containedin the 2007 LRTP and do not reflect the federallyapproved functional classification criteria.Functional Class*InterstatePrincipal ArterialMinor ArterialCollectorStudy AreaBozeman City LimitsMontana State UniversityVolume to Capacity Ratio < 1.000.65Volume to Capacity Ratio ≥ 1.001.15 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 31 FINAL2.2.2. Active Transportation Data Providing an accurate picture of pedestrian and bicycle activity within any community is difficult. Data are typically not available or not comprehensive enough to form a complete picture of active transportation behavior. Data for vehicles is, by comparison, more readily available. Both MDT and the City of Bozeman have collected regular pedestrian and bicyclist data for years, allowing long-term trends to be understood. Overall, Bozeman exhibits high levels of walking and bicycling by national standards. Bozeman is comparable to Missoula within the State of Montana. The following subsections summarize available data pertaining to active transportation. 2.2.2.1 Journey to Work/Commuting (ACS) 2010-2014 Data The US Census has long been one of the only readily available sources of data to measure general levels of transportation choices. The data are limited to commute based trips to work and do not reflect the spectrum of potential trip types available. The American Community Survey (ACS) has supplemented the 10-year cycle of the US Census to provide additional annual data. For communities the size of Bozeman, annual data are not statistically valid, therefore five-year averages are used. This method provides some insight, however, it is slow to note changes over time. For walking and bicycling, the margins of error are over one percent. Table 2.4 compares the City of Bozeman to Gallatin County and the State of Montana. City of Bozeman data are visualized in Figure 2.13 by census block to show how patterns of resident commuting change depending on location. Neighborhoods near the historic core of Bozeman and those near MSU exhibit high overall active transportation modes, totaling over half of all commute trips south of Main Street. These levels reduce to approximately 30 and 15 percent as the census block generally gets farther away from downtown. It should be noted that the Valley West Area census block, defined by neighborhoods north of Huffine Lane and west of 19th Avenue, shows much lower levels of active transportation based on commuting. This could indicate needs with infrastructure or encouragement as the majority of this area is not any farther away from major destinations in Bozeman. Table 2.4: Commute Mode Share and Travel Time Mode Share State of Montana Gallatin County City of Bozeman Walking* 4.8% 6.0% 9.5% Biking* 1.3% 3.1% 5.5% Driving† 85.6% 81.7% 77.9% Drove Alone 75.3% 73.0% 71.3% Transit 0.9% 0.9% 1.3% Travel Time to Work (mean) 18.0 min 16.8 min 14.6 min Data: American Community Survey (ACS) Five Year Estimates, 2010-2015 * Due to small sample sizes the margin of error is approximately 1.2 percent for walking and 1.4 percent for bicycling † Driving mode share combines single occupancy vehicles and carpools BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 32 FINAL Figure 2.13: Commute by Census Tract 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LN32%32%15%2%9%13%4%3%4%16%53%35%4%Commute byCensus Tract0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA,US Census BureauPercent of Census TractCommuting by Transit,Foot, or BikeStudy AreaPercent Commuting by Transit†Percent Commuting by Foot†Percent Commuting by Bike††US Census Bureau, American CommunitySurvey, 2009-2013> 5%5 - 10%10 - 15%15 - 20%20 - 35%> 35%Census Tract BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 33 FINALCommuting patterns have changed slightly when compared with those of the 2000 Census. While the margin for error inherent in the ACS is significant, it is likely that walking has gone down slightly or is statistically similar to the year 2000. A decrease could be due to a larger number of households being constructed at a greater distance to destinations over the interceding years. Bicycling has increased slightly and transit use has fluctuated between 1.3 to 2.0 percent over the past several years within the five-year ACS averages. Overall, active forms of transportation have seen a slight increase over the past 15 years. Figure 2.14 compares the year 2000 mode shares against the ACS years 2010-2014 shares. Figure 2.14: Commute Mode Share Changes from Year 2000 It is interesting to compare commute mode share from Bozeman with other peer cities. Each of the cities depicted in Figure 2.15 are college towns in a northern climate. Davis, California was included as a similar city that has invested heavily in active transportation since the 1960s. 4.3%5.5%0.0%2.0%4.0%6.0%8.0%10.0%12.0%20000.3%1.3%0.0%2.0%4.0%6.0%8.0%10.0%12.0%2000 2010‐20142010‐20142010‐201410.7%9.5%0.0%2.0%4.0%6.0%8.0%10.0%12.0%2000 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 34 FINAL Figure 2.15: Peer Cities Commute Mode Share 2.2.2.2 National Household Travel Survey (NHTS) 2009 Data Data from the National Household Travel Survey (NHTS) provides mode share data aggregated at the national level for all trips and not just commute to work trips. For example, NHTS indicates that for every one bike to work trip, there are another 1.6 utilitarian bike trips (shopping, personal trips, transporting others, medical or dental visits, meals, or other reasons), 0.5 bike to school trips, and 4.8 social or recreational trips. Overall bike to work trips represent only approximately 7.5 percent of all bike trips nationally. It should be noted that approximately 41 percent of bike trips counted by NHTS are return home trips, indicating many bicyclists perform part of their round trip by other means. While it is likely that travel patterns in Bozeman, particularly recreational based travel, do not match the national averages, it is very likely that the ACS commute mode share noted in Table 2.2 under represents overall mode share and the overall levels of walking and bicycling in Bozeman. 2.2.2.3 Bozeman Bike Counts The Bozeman Bicycle Advisory Board (BABAB) has organized annual volunteer based counts at 15 locations throughout Bozeman during the second week of September. This has allowed annual comparisons of locations, however, the weather and air quality can have a profound impact on the observed numbers. During the 2012 count for example, Bozeman was experiencing poor air quality due to area and regional fires and the counts were lower. In 2014 and 2015, the count week overlapped with significant rain on all three days. Numbers from these 5.5%5.7%4.6%10.1%21.8%7.7%6.5%5.5%9.5%7.6%14.7%10.1%3.7%7.6%3.5%9.6%1.3%2.6%10.4%8.9%6.1%4.1%1.4%8.9%0%5%10%15%20%25%30%35%Bozeman, MT Missoula, MT AnnArbor, MI Boulder, CO Davis, CA Eugene, OR Ft. Collins, CO Madison, WIModeShare Comparision(ACS, 2010‐2014) BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 35 FINALefforts yielded approximately 40 to 60 percent fewer bicyclists counted. Due to the limited number of days, weather variability, and short count period, it is difficult to make conclusions about overall trends in bicycle use. Some of the numbers, however, are interesting. For example, on Tuesday, September 10th, 2013 volunteers counted 2,500 bicyclists from 5:00 to 7:00 PM across the 15 count locations. When considering the many other locations throughout Bozeman that were not counted, it stands to reason that many thousands of bicycle trips were taken that day. One relationship that can be visualized is the impact good or bad weather has on bicycling in Bozeman. Current weather was recorded for each count day. These temperature data are plotted against the number of bicyclists counted (including some interpolation for missing data) in Figure 2.16. The weather is noted in the data points to show that low temperatures and rain depress count numbers while warmer temperatures increase these numbers. Significant wind seems to potentially have the ability to also impact count numbers. Smoke from local fires had only a minor impact on counts as compared to similar temperature days. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 36 FINAL Figure 2.16: Annual Bozeman Bike Counts (2011-2015) 2.2.2.4 Seasonal Variation Climates like Bozeman experience variable seasonal conditions characterized by long winter and shoulder seasons and a short summer. Data from cities in similar climates show significant differences in walking and bicycling rates throughout the year. Figure 2.17 shows data taken in Missoula in 2015 with a continuous automatic counter near the University of Montana. Bicycling rates peak sharply from June through September before dropping off in the winter months. Walking rates are more consistent over the year indicating less sensitivity to cold and snow conditions than bicycling. 0500100015002000Number of Bicyclists Counted From 4‐6pm2500300040° 45° 50° 55° 60° 65° 70° 75° 80° 85°WeatherRainyCloudySmokeySunnyWindyLOW TEMP(RAIN)MID TEMP(NO RAIN)HIGHER TEMP(BEST WEATHER)WeatherOn CountDaysRainyCloudySun &SmokeSun &WindySunnyCloudy &Windy BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 37 FINAL Figure 2.17: Seasonal Variations in Walking and Bicycling (Missoula – 2015) Traffic counts conducted as part of the data collection phase of this TMP included pedestrian and bicyclists. While these data are not comprehensive or city-wide, they do provide a snapshot of mode share at intersections and the variability in mode share around the city. Mode share at four intersections is presented in Figure 2.18. Figure 2.18: Mode Share at Select Intersections 7%8%9%10%10%10%10%9%11%9%5%4%2%4%7%10%11%14%13%11%13%10%4%2%Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec89%7%5%College St & 8th Ave60%34%7%11th Ave & Grant St99%1%0%Ferguson Ave & Babcock St95%2%3%7th Ave & Kagy BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 38 FINAL2.2.3. Intersection Operations Urban road systems are ultimately controlled by the efficiency of the major intersection. High amounts of vehicle delay at major intersections directly reduces the number of vehicles that can be accommodated along the road during peak hours. As a result of this strong impact on corridor function, intersection improvements can be a cost-effective means of increasing a corridor’s traffic volume capacity. In some circumstances, corridor expansion projects may be able to be delayed with targeted intersection improvements. Due to the significant portion of total expense for road construction projects used for project design, construction mobilization, and adjacent area rehabilitation, a careful analysis must be made of the expected service life from intersection improvements. If adequate design life can be achieved with only improvements to the intersections, then a corridor expansion may not be the most effective solution. With that in mind, it is important to determine how well the major intersections are functioning by evaluating their performance. Intersection performance is evaluated in terms of vehicle delay. The amount of vehicle delay experienced at an intersection correlates to a measure called level of service (LOS). LOS is used as a means for identifying intersections that are experiencing operational difficulties, as well as a means to compare multiple intersections. The LOS scale represents the full range of operating conditions. The scale is based on the ability of an intersection or street segment to accommodate the amount of traffic using the intersection. The scale ranges from “A” which indicates little, if any, vehicle delay, to “F” which indicates significant vehicle delay and traffic congestion. Table 2.5 portrays a graphical representation of LOS. The LOS at 63 intersections within the study area was calculated. Data were collected during the fall of 2015 at 30 of the 63 intersections (11 signalized and 19 unsignalized locations). Each intersection was counted during the peak hours, defined as 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. Additionally, peak hour turning movement counts were obtained from MDT for 15 study intersections (10 signalized and 5 unsignalized locations). Data at these locations were collected on various dates over the past few years. The remaining intersection counts were provided by various sources and were collected as part of recent planning efforts. Intersections where peak hour turning data were collected are presented in Figure 2.19. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 39 FINALTable 2.5: Intersection LOS Descriptions LOS Description Average Delay per Veh. (sec) Signalized Unsignalized Traffic moves freely, low volumes accompany the free flow condition. At signalized intersections, progression is extremely favorable, and most vehicles arrive during the green phase. Most vehicles do not stop at all. At unsignalized intersections, nearly all drivers find freedom of operation with very little time spent waiting for an acceptable gap. Very seldom is there more than one vehicle in queue. < 10 <10 Traffic moves fairly freely, volumes are somewhat low. At signalized intersections, there is good progression and/or short cycle lengths. Vehicles generally clear on one green phase. At unsignalized intersections, some drivers begin to consider the average control delay an inconvenience, but acceptable gaps are still very easy to find. Occasionally there is more than one vehicle in queue. 10 to 20 10 to 15 Traffic moves smoothly, volumes are beginning to increase. At signalized intersections, higher delays may result from fair progression and/or longer cycle lengths. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant, although many still pass through the intersection without stopping. At unsignalized intersections, average control delay becomes noticeable to most drivers, even though acceptable gaps are found on a regular basis. It is not uncommon for an arriving driver to find a standing queue of at least one additional vehicle. 20 to 35 15 to 25 Traffic approaching unstable flow, the influence of congestion becomes more noticeable. At signalized intersections, longer delays may result from some combination of unfavorable progression, long cycle length, or high volume/capacity ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. At unsignalized intersections, average control delay is long enough to be an irritation to most drivers. Acceptable gaps are hard to find because there is a standing queue of vehicles already waiting when the driver arrives 35 to 50 25 to 35 Unstable traffic flow, volumes at or near capacity. At signalized intersections, the high delays generally indicate poor progression, long cycle lengths, and high volume/capacity ratios. Individual cycle failures are frequent occurrences. At unsignalized intersections, drivers find the length of the average control delay approaching intolerable levels. Acceptable gaps are hard to find because there is a standing queue of vehicle already waiting when the driver arrives. 50 to 80 35 to 50 Saturation condition, volumes are over capacity. This is considered to be unacceptable to most drivers. This condition occurs with oversaturation. At signalized intersections, it may occur at high volume/capacity ratios with many individual cycle failures. Poor progression and long cycle lengths may also contribute to such high delay values. At unsignalized intersections, delays are high because acceptable gaps are hard to find. Acceptable gaps are hard to find because there is a standing queue of vehicles already waiting when the driver arrives. > 80 > 50 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 40 FINAL Figure 2.19: Intersection Count Locations 9090191848586411345205345235191191HIGHLAND BLVDS 3RD AVEWILLSON AVEGRIFFIN DRKAGY BLVDDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTERLNBABCOCK STE VALLEY CENTER RDPEACH STMENDENHALL STS CHURCH AVE S 19TH AVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEGALLATINRDHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRBRIDGERCANYONRDN 7TH AVEN 19TH AVEJACKRABBIT LNMAIN STDURSTON RDCOTTONWOOD RDDAVIS LNBABCOCK STBAXTER LNOAK STGARFIELD STPATTERSON RDFOWLER LNGOOCH HILL RDBLACKWOOD RDSOURDOUGH RDGOLDENSTEIN LNS 3RD AVESTUCKY RDFERGUSON AVEFOWLER AVE27TH STBEAR CANYON RD LOVE LNHARPER PUCKETT RDGRAF STNASH RDBOZEMAN TRAIL TAYABESHOCKUP RDFRONTAGE RDFORT ELLIS RDGRAF ST CATMOUNT STNELSON RDMCILHATTAN RDMANLEY RDSTORY MILL RD281944302726252924434240383736394135343332311113161820172221150908020107050304122306101448474853525150495460595856576155626345IntersectionCount Locations012½MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadUnsignalized (MDT)33Signalized (MDT)33Unsignalized (MSU)26Signalized (MSU)26Signalized10Source: City of Bozeman, MDT, RPASignalized (Other)48Unsignalized (Other)48Unsignalized10Bozeman City LimitsStudy AreaMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 41 FINAL2.2.3.1 Signalized Intersections For signalized intersections, the LOS is based on the average stopped delay per vehicle. The relationship between LOS and average stopped delay per vehicle was previously identified in Table 2.5. The procedures used to evaluate signalized intersections use detailed information on geometry, lane use, signal timing, peak hour volumes, arrival types, and other parameters. An intersection is determined to be functioning adequately if it is operating at LOS C or better. Table 2.6 presents the LOS and average vehicle delay for the signalized intersections during the AM and PM peak hours. The existing intersection LOS is shown in Figure 2.20. Detailed results for individual turning movements are provided in Appendix A. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 42 FINALTable 2.6: Existing Signalized Intersection Level of Service ID Intersection AM Peak Hour PM Peak Hour Delay (sec) LOS Delay (sec) LOS 03 Ferguson Avenue and Huffine Lane 15.4 B 13.6 B 04 Fowler Avenue and Huffine Lane 25.8 C 26.5 C 05 19th Avenue and Garfield Street 13.0 B 12.6 B 06 19th Avenue and Stucky Road 12.2 B 12.6 B 08 7th Avenue and Griffin Drive 13.4 B 24.9 C 10 Rouse Avenue and Griffin Drive 12.9 B 13.7 B 14 Willson Avenue and Mendenhall Street 13.5 B 18.0 B 15 Willson Avenue and Babcock Street 11.9 B 12.5 B 16 Broadway Avenue and Main Street 7.8 A 9.7 A 17 Highland Boulevard and Main Street 14.1 B 36.7 D 27 11th Avenue and Kagy Boulevard 22.6 C 28.5 C 35 19th Avenue and I-90 WB Ramp 12.7 B 15.5 B 36 19th Avenue and Tschache Way 27.5 C 14.5 B 37 19th Avenue and Oak Street 27.6 C 24.5 C 38 19th Avenue and Durston Road 20.8 C 27.6 C 39 7th Avenue and Durston Road/Peach Street 28.1 C 32.7 C 40 19th Avenue and Main Street 44.6 D 53.2 D 41 7th Avenue and Main Street 14.4 B 12.7 B 42 19th Avenue and Babcock Street Data Unavailable 23.4 C 43 19th Avenue and Koch Street 9.6 A 10.4 B 44 19th Avenue and College Street 20.5 C 20.8 C 50 Cottonwood Road and Durston Road 19.4 B 18.7 B 55 19th Avenue and Baxter Lane 24.0 C 24.5 C 57 7th Avenue and Oak Street 21.9 C 44.6 D 58 15th Avenue and Oak Street 18.1 B 16.9 B 61 Rouse Avenue and Oak Street 14.5 B 13.2 B 62 19th Avenue and Kagy Boulevard 14.8 B 18.5 B 63 Willson Avenue/3rd Avenue and Kagy Boulevard 27.0 C 24.7 C BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 43 FINAL2.2.3.2 Unsignalized intersections LOS for two-way stop (TWS) controlled intersections are based on the delay experienced by each movement individually within the intersections, rather than on the average stopped delay per vehicle at the intersection. This difference from the method used for signalized intersections is necessary since the operating characteristics of stop-controlled intersection are substantially different. Driver expectation and perceptions are entirely different. For two-way stop-controlled intersections, the through traffic on the major (uncontrolled) street experiences no delay at the intersection. Conversely, vehicles turning left from the minor street experience more delay than other movements and at time can experience significant delay. Vehicles on the minor street which are turning right or going across the major street experience less delay than those turning left from the same approach. Due to this situation, the LOS is based on the average delay incurred at the worst performing movement. For all-way stop (AWS) and roundabout controlled intersections, LOS is based on average vehicle delay experienced at the intersection. This methodology is similar to that of signalized intersections. The results of the LOS analysis for the unsignalized intersections are presented in Table 2.7. The existing intersection LOS is shown in Figures 2.20. Detailed results for individual turning movements are provided in Appendix A. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 44 FINALTable 2.7: Unsignalized Intersection Level of Service ID Intersection Traffic Control AM Peak Hour PM Peak Hour Delay (sec) LOS Delay (sec) LOS 01 Ferguson Avenue and Babcock Street TWS 50.6 F 67.4 F 02 Fowler Avenue and Babcock Street TWS 20.5 C 45.0 E 07 19th Avenue and Goldenstein Lane TWS 21.4 C 18.1 C 09 Manely Road and Griffin Drive TWS 28.3 D 20.3 C 11 Story Mill Road and Bridger Drive TWS 17.6 C 18.0 C 12 Willson Avenue and Peach Street TWS 14.5 B 18.9 C 13 Rouse Avenue and Peach Street TWS 81.0 F 74.4 F 18 Haggerty Lane and Main Street TWS 78.9 F 519.4 F 19 Willson Avenue and College Street TWS 45.4 E 56.1 F 20 Highland Boulevard and Ellis Street TWS 35.1 E 93.0 F 21 Sourdough Road and Kagy Boulevard TWS 78.2 F 103.4 F 22 Highland Boulevard and Kagy Boulevard TWS 72.7 F 59.8 F 23 Wagon Wheel Road and 3rd Avenue AWS 15.3 C 9.1 A 24 11th Avenue and College Street Roundabout 8.3 A 14.8 B 25 11th Avenue and Grant Street AWS 10.6 B 15.8 C 26 11th Avenue and Lincoln Street AWS 11.2 B 14.4 B 28 8th Avenue and College Street AWS 12.9 B 17.9 C 29 7th Avenue and Grant Street AWS 9.2 A 10.3 B 30 7th Avenue and Kagy Boulevard TWS 87.2 F 71.1 F 31 Valley Center Spur and Frontage Road TWS 15.9 C 25.0 C 32 Valley Center Spur and Valley Center Road TWS 18.8 C 19.7 C 33 Nelson Road and Frontage Road TWS 19.4 C 19.7 C 34 19th Avenue and I-90 EB Ramp TWS 41.5 E 91.8 F 45 19th Avenue and Graf Street TWS 17.4 C 16.1 C 46 Harper Puckett Road and Baxter Lane TWS 11.0 B 11.2 B 47 Flanders Mill Road and Baxter Lane TWS 13.7 B 16.0 C 48 Davis Lane and Baxter Lane AWS 54.6 F 32.8 D 49 Laurel Parkway and Durston Road AWS 10.6 B 11.2 B 51 Flanders Mill Road and Durston Road TWS 26.3 D 34.8 D 52 Ferguson Avenue and Durston Road AWS 17.9 C 25.4 D 53 Fowler Avenue and Durston Road TWS 14.6 B 16.8 C 54 Cottonwood Road and Babcock Street TWS 17.0 C 23.9 C 56 7th Avenue and Baxter Lane TWS 25.4 D 23.5 C 59 27th Avenue and Oak Street TWS 25.9 D 34.1 D 60 Davis Street and Oak Street TWS 46.6 E 26.5 D BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 45 FINAL Figure 2.20: Existing Intersection Level of Service 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNBBBBBBBBBBBBBBCBBBCCBBCCCCCCDDCCCCDCBBBBCCFFCECCDCCCBCFFEFEFFFFFBCBCABFFCCCCCCEFCCBCFDBCDDCDBCCCDCDDEDFFBBDBCAABCCC*BBBBBABCAAExistingLevel of Service0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPASignalized IntersectionsUnsignalized IntersectionsAMPMAM PMLevel of ServiceABCDEF*Data unavailableStudy AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 46 FINAL2.2.4. Bicycle Operations Vehicular LOS has been a standard metric to evaluate transportation networks for decades. Transportation professionals have struggled over the years to develop a comparable means of evaluation for pedestrians and bicyclists. For these modes, it is the qualitative metrics, or how a street feels that may determine how it performs. As shown previously in Figure 2.13, levels of walk and bicycle commuting varies around Bozeman. Particularly notable is the area of Bozeman north of Huffine Lane and west of 19th Avenue. Despite being within a generally comfortable distance for bicycling, the bike to work rate in this area is 0.5 percent (less than the national average of 0.6 percent). One explanation for this disparity with other parts of Bozeman may be found by examining how the streets feel to many of the residents. One tool to analyze the level of traffic stress has been outlined in the Mineta Transportation Institute Report 11-194. A level of traffic stress (LTS) for bicyclists is determined based on factors including posted speed limit, street width, and the presence and character of bicycles lanes. The combinations of these criteria separates the bicycle network into one of four scores: LTS 1: Low-stress roadway suitable for all ages and abilities, LTS 2: Roadway comfortably ridden by the mainstream adult population, LTS 3: Roadway ridden by the “enthused and confident” cyclists, and LTS 4: Roadway ridden by the “strong and fearless” cyclists. In general, a separated bicycle facility would qualify as a low-stress (LTS 1) bikeway, while a roadway shared with motor vehicle traffic operating at high speed would receive a higher stress score. The results of the LTS analysis help identify existing areas with a high level of stress as well as focus areas for improvement. Local streets with low traffic and low volume can be quite comfortable to most bicyclists despite being a shared lane environment. The LTS analysis is specifically focused on the street environment. Adjacent shared-use offer a more comfortable facility type that is not reflected in the LTS score. The results of the LTS analysis are presented in Figure 2.21. LTS provides an intuitive framework to describe the benefits of bicycling infrastructure and to demonstrate that some roadways may require more intervention than others to provide a truly comfortable experience. For example, the only time a standard bike lane is considered an LTS 1 facility is a six-foot wide facility on a roadway with a posted speed limit of 30 miles per hour or lower. The best LTS score achievable on a roadway with four or more travel lanes without installing a separated bike lane is LTS 3. Newer areas of Bozeman typically are surrounded by wider and faster roadways. Nineteenth Avenue and Huffine Lane essentially create a barrier around Valley West that discourages many people from choosing to travel by bicycle. Incomplete roadways such as Durston Road, Oak Street, and Baxter Lane also create impediments for many residents. 4 Mineta Transportation Institute, Report 11-19, Low-stress Bicycling and Network Connectivity, May 2012 http://transweb.sjsu.edu/PDFs/research/1005-low-stress-bicycling-network-connectivity.pdf BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 47 FINAL Figure 2.21: Bicycle Level of Traffic Stress 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNBicycleLevel ofTraffic Stress0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendSource: City of Bozeman, MDT, RPA, ALTALevel of Traffic StressRailroadStudy AreaBozeman City LimitsMontana State UniversityExisting TrailExisting Shared-Use Path3: Intrepid Adult4: Not Comfortable2: Average Adult1: All Ages and Abilities BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 48 FINAL3.0. PROJECTED TRANSPORTATION SYSTEM An analysis of the projected transportation system was performed to estimate how traffic patterns and characteristics may change from the existing conditions. The inputs for this analysis include the existing conditions and potential growth in housing and jobs out to the year 2040. Provided in this section is a description of the traffic modeling effort that was conducted to project the potential future travel conditions. Using the results of the traffic model, it is possible to identify future capacity constraints and other areas of concern. 3.1. TRAVEL DEMAND MODEL DEVELOPMENT A travel demand model was developed by MDT for Gallatin County. The model was developed using TransCAD software. To reflect current conditions, the model used a combination of Census Bureau, GeoResults, Department of Labor and Industry, and Gallatin County structure file data to represent the 2014 socioeconomic baseline model conditions for use in the travel demand model. A comparison of the model and the true existing conditions was performed to validate the model. If any discrepancies were found, the model was “calibrated” to better match existing conditions. Once validated, the model was used to project conditions for the year 2040 planning horizon. Additional housing and jobs were added to the system to analyze the projected traffic conditions. Census blocks and census tracts were used to distribute the population and employment growth that was projected to occur between 2014 and 2040. In addition, known roadway infrastructure projects expected to be constructed within the next five years were included as part of the projected conditions model. Appendix B contains a list and description of the known “committed” projects. One assumption that was built into the model is that traffic characteristics will remain similar to those that are seen today. Many factors can influence this assumption, such a fuel prices, technological advances, and other unknown circumstances. Another assumption of the model is that the socioeconomic projections will be realized by the year 2040. Ultimately, the projected conditions model was used as a planning tool to help evaluate how traffic patterns might be affected by anticipated future development. 3.2. PROJECTED ROADWAY VOLUMES AND CAPACITY Projected traffic volumes were estimated using the travel demand model. A comparison of the existing and projected conditions models was made to determine the percent change in traffic volume. The percent change was then applied to known existing AADT count sites to reflect projected daily traffic volumes. Presented in Figure 3.1 are the resulting projected daily traffic volumes within the study area. Similarly, Figure 3.2 presents the projected v/c ratios. It must be noted that the volumes shown in Figure 3.1 and the v/c ratios shown in Figure 3.2 are based on the “existing plus committed” roadway network. In other words, these are the projected volumes and projected v/c ratios if no changes to the transportation system, other than those currently committed to, are implemented. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 49 FINAL Figure 3.1: Projected Average Annual Daily Traffic 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LN9,36122,3447,7415,3389,40739,8784,90330,04315,26919,7969,34912,98910,5034,52717,6448,4357,9096,5557,89617,21215,25818,4794,4303,91710,38314,31813,6329,05112,53010,82411,40011,18928,61618,31430,4241,73 3 15,55211,8181 3 ,6 4 9 6,29211,8224,93938,7024 ,32 314,28822,84721,01711,41417,16429,42933,636 4,60536,73631,84439,9928,37119,29240,5027,25113,33230,99619,5858,02341,283 2,81322,1003,828 10,488 3,97513,4238,52 06,00812,7693 4,2 88 14,84210,7765,1926,6368,25225,8107,3717,6045,244 5,1228,26728,92020,4783,7494,22710,1004,8784,87912,0505,10810,73313,03115,8607,25811,9635,113Projected AverageAnnual DailyTraffic0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*The functional classifications shown are containedin the 2007 LRTP and do not reflect the federallyapproved functional classification criteria. Networkrepresents the existing plus committed network.Functional Class*InterstatePrincipal ArterialMinor ArterialCollectorStudy AreaBozeman City LimitsMontana State UniversityProjected 2040 Average AnnualDaily Traffic**2,500**2040 projected AADT volumes determined byapplying a growth rate to existing AADT count locations.Traffic volumes determined through the traffic demandmodel were used in locations where current AADTcounts do not exist.Projected 2040 Travel DemandModel Volume**2,500 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 50 FINAL Figure 3.2: Projected Volume to Capacity Ratios 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LN0.810.780.720.610.700.850.330.430.750.690.900.900.620.640.310.890.760.950.350.14 0.660 .7 6 0.520.660.560 .36 0.790.710.880.630.780.150.920.410.381.000.700.330.430.600.970.460.230.690.880.32 0 .5 8 0.600.330.750 .2 7 1.000.340.430.500.550.650.440.780.590.410.690 .5 0 0.440.880.380.740.630.660.550.440.540.370.160.870.760.950.490.410.950.600.740.670.431.211.271.091.061.271.101.031.191.041.05 1.001.151.251.071.091.29Projected Volumeto CapacityRatios0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPA*The functional classifications shown are containedin the 2007 LRTP and do not reflect the federallyapproved functional classification criteria. Networkrepresents the existing plus committed network.Functional Class*InterstatePrincipal ArterialMinor ArterialCollectorStudy AreaBozeman City LimitsMontana State UniversityVolume to Capacity Ratio < 1.000.65Volume to Capacity Ratio ≥ 1.001.15 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 51 FINAL3.3. PROJECTED INTERSECTION LEVELS OF SERVICE Projections for intersection traffic volumes were made for the 63 intersections analyzed previously in Section 2.2.3. These projections were based on the percent growth rates calculated from the travel demand model between the years 2014 and 2040. The growth rate was determined for each intersection as a whole. Intersections that are scheduled for reconfiguration or reconstruction, as per the City’s Capital Improvement Plan (CIP), were changed to reflect the future configuration of the intersection. Note that changes in travel patterns and volumes resulting from new road connections and revised intersection configurations make traffic volume predictions difficult, and in some cases may not represent the ultimate future volumes that may be realized at a given location. The results of this analysis are tabulated in Tables 3.1 and 3.2 for signalized and unsignalized intersections, respectively. Intersections with updated configurations are denoted with bold intersection names in Tables 3.1 and 3.2. A graphical representation of the LOS analysis is presented in Figure 3.3. Detailed results for individual turning movements are provided in Appendix C. Table 3.1: Projected Signalized Intersection Level of Service ID Intersection AM Peak Hour PM Peak Hour Delay (sec) LOS Delay (sec) LOS 03 Ferguson Avenue and Huffine Lane 20.6 C 27.7 C 04 Fowler Avenue and Huffine Lane 23.3 C 43.5 D 05 19th Avenue and Garfield Street 20.7 C 118.0 F 06 19th Avenue and Stucky Road 31.4 C 27.8 C 08 7th Avenue and Griffin Drive 17.4 C 80.0 F 10 Rouse Avenue and Griffin Drive 19.2 C 15.1 B 13 Rouse Avenue and Peach Street 22.0 C 20.6 C 14 Willson Avenue and Mendenhall Street 14.2 B 18.3 B 15 Willson Avenue and Babcock Street 12.5 B 13.6 B 16 Broadway Avenue and Main Street 10.5 B 17.5 B 17 Highland Boulevard and Main Street 19.4 B 117.3 F 27 11th Avenue and Kagy Boulevard 34.6 C 239.1 F 30 7th Avenue and Kagy Boulevard 7.9 A 10.7 B 34 19th Avenue and I-90 EB Ramp 44.4 D 228.9 F 35 19th Avenue and I-90 WB Ramp 21.2 C 69.4 F 36 19th Avenue and Tschache Way 16.9 B 31.8 C 37 19th Avenue and Oak Street 31.9 C 82.8 F 38 19th Avenue and Durston Road 27.4 C 54.0 D 39 7th Avenue and Durston Road/Peach Street 38.3 D 52.7 D 40 19th Avenue and Main Street 54.0 D 62.2 E 41 7th Avenue and Main Street 14.3 B 19.7 B BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 52 FINALID Intersection AM Peak Hour PM Peak Hour Delay (sec) LOS Delay (sec) LOS 42 19th Avenue and Babcock Street Data Unavailable 35.5 D 43 19th Avenue and Koch Street 12.7 B 16.3 B 44 19th Avenue and College Street 30.1 C 37.8 D 45 19th Avenue and Graf Street 66.2 E 22.7 C 48 Davis Lane and Baxter Lane 18.2 B 14.2 B 49 Laurel Parkway and Durston Road 19.0 B 13.7 B 50 Cottonwood Road and Durston Road 89.5 F 70.2 E 54 Cottonwood Road and Babcock Street 32.2 C 52.8 D 55 19th Avenue and Baxter Lane 71.7 E 69.9 E 57 7th Avenue and Oak Street 27.5 C 39.7 D 58 15th Avenue and Oak Street 16.6 B 22.5 C 59 27th Avenue and Oak Street 427.4 F 321.4 F 61 Rouse Avenue and Oak Street 18.9 B 16.9 B 62 19th Avenue and Kagy Boulevard 31.3 C 42.5 D 63 Willson Avenue/3rd Avenue and Kagy Boulevard 28.8 C 30.3 C Note: Bold intersection names denote intersections with future configurations. Table 3.2: Projected Unsignalized Intersection Level of Service ID Intersection Traffic Control AM Peak Hour PM Peak Hour Delay (sec) LOS Delay (sec) LOS 01 Ferguson Avenue and Babcock Street TWS 144.1 F ECB F 02 Fowler Avenue and Babcock Street TWS 25.8 D 83.6 F 07 19th Avenue and Goldenstein Lane TWS 33.8 D 28.6 D 09 Manely Road and Griffin Drive TWS 336.6 F 67.5 F 11 Story Mill Road and Bridger Drive TWS 32.3 D 34.1 D 12 Willson Avenue and Peach Street TWS 17.8 C 41.8 E 18 Haggerty Lane and Main Street TWS 473.6 F 3,131.6 F 19 Willson Avenue and College Street TWS 56.6 F 105.4 F 20 Highland Boulevard and Ellis Street TWS 83.8 F 2,083.4 F 21 Sourdough Road and Kagy Boulevard TWS 1,427.8 F ECB F 22 Highland Boulevard and Kagy Boulevard TWS ECB F 1,392.0 F 23 Wagon Wheel Road and 3rd Avenue AWS 10.8 B 9.1 A 24 11th Avenue and College Street Roundabout 11.1 B 85.9 F 25 11th Avenue and Grant Street AWS 22.3 C 234.6 F 26 11th Avenue and Lincoln Street AWS 30.1 D 103.2 F 28 8th Avenue and College Street AWS 20.3 C 99.1 F BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 53 FINALID Intersection Traffic Control AM Peak Hour PM Peak Hour Delay (sec) LOS Delay (sec) LOS 29 7th Avenue and Grant Street AWS 26.2 D 123.1 F 31 Valley Center Spur and Frontage Road TWS 13.1 B 20.4 C 32 Valley Center Spur and Valley Center Road TWS 185.0 F 500.3 F 33 Nelson Road and Frontage Road TWS 19.3 C 22.2 C 46 Harper Puckett Road and Baxter Lane Roundabout 14.3 B 38.9 E 47 Flanders Mill Road and Baxter Lane TWS 18.8 C 31.7 D 51 Flanders Mill Road and Durston Road Roundabout 14.0 B 16.2 C 52 Ferguson Avenue and Durston Road Roundabout 39.9 F 37.4 E 53 Fowler Avenue and Durston Road TWS 30.0 D 43.7 E 56 7th Avenue and Baxter Lane TWS 143.5 F 206.3 F 60 Davis Street and Oak Street Roundabout 300.2 F 230.0 F Note: Bold intersection names denote intersections with future configurations. * ECB – Delay exceeds the computational bounds of the software. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 54 FINAL Figure 3.3: Projected Intersection Level of Service 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNBBFCCCFCBBFCFCFCDCDDEDDCEEDCCBDCCCFFDFDDFFDDCEFFFFFFFFFFCFCFDFBCFFCCCDBCFEDEFFFFBBFBBABFDCD*BBCBBBFDBBEFDCFFBBDFBECEBABCCCCCBBProjectedLevel of Service0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map LegendRailroadSource: City of Bozeman, MDT, RPASignalized IntersectionsUnsignalized IntersectionsAMPMAM PMLevel of ServiceABCDEF* Data unavailableStudy AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 55 FINAL3.4. ACTIVE TRANSPORTATION BENEFITS With pedestrian and bicycle mode shares higher than most of the other communities in the United States, Bozeman enjoys substantial benefits that are directly attributable to these active modes. This benefits analysis was conducted with a combination of available local data as well as data collected from similar peer communities and national sources of data such as the USDOT TIGER BCA Resource Guide (2014), the National Household Transportation Survey (2009), the National Center for Safe Routes to School travel data (2010), the American Community Survey, and the Automobile Association of America. For Bozeman, the peer communities of Crested Butte, CO; Durango, CO; Ashland, OR; Corvallis, OR; Eugene, OR; and Madison, WI were analyzed. Several types of benefits were evaluated including health, environmental, and transportation. The impact analysis uses a standard methodology for calculating health, environmental, and transportation related benefits. All projections are based on the most recent five-year estimates from the ACS, which are then extrapolated through the use of various multipliers derived from national studies and quantified in terms of monetary value where appropriate. The estimated monetary values are then calibrated to baseline values and compared to bicycle and walk mode commute splits of peer cities. This analysis was bolstered by local enrollment numbers for the Bozeman Unified School District and Montana State University. These figures were significantly different than was recorded in the American Community Survey. Further, this analysis is likely to under represent the existing levels of walking and bicycling as it is heavily influenced by the National Household Transportation Survey. It is likely that the typical Bozeman resident walks and bicycles more than the average American. A local comprehensive travel survey would provide better Bozeman specific data. Future estimates were derived from an estimate of future mode share in Bozeman based on the peer city analysis. Low, mid, and high mode share growth scenarios were considered for 2040, the planning horizon of this TMP. Bozeman’s projected population at 2040 is included in this analysis. The estimates presented in Table 3.3 are not intended to be mode share targets or policy, but they are useful in quantifying some of the benefit of continuing Bozeman’s upward trajectory of active transportation mode share. Table 3.3: Projected Mode Share Source Existing Projected Low-Growth Projected Mid-Growth Projected High-Growth Bike (%) Walk (%) Bike (%) Walk (%) Bike (%) Walk (%) Bike (%) Walk (%) Est. Commute Mode Share (ACS) 5.8 9.8 6.3 9.8 7.7 10.4 11.4 12.0 Est. Overall Mode Share for all Trip Purposes (ACS + NHTS) 8.2 26.4 8.8 26.4 10.8 28.2 16.1 32.5 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 56 FINAL3.4.1. Health Benefits Bozeman’s existing levels of walking and bicycling equate to a great deal of physical activity. The Benefit Impact Model quantifies the existing estimated hour of physical activity and projected increases of mode share. Benefits include improved community health and reduced household healthcare spending. The primary inputs into the health components of the Benefit Impact Model were derived from 2009 to 2013 ACS journey to work data, 2009 NHTS, and historic Safe Routes to School data. Existing bicycle and walk commute data were multiplied by national trip purpose ratios to generate mode split data that include all trip purposes. These balanced mode split data were indexed against the mode split data of Bozeman's peer cities and multiplied by various health factors. Table 3.4 tabulates the estimated health benefits. Table 3.4: Health Benefit Estimate Type Existing Low-Growth Mid-Growth High-Growth Bike Walk Bike Walk Bike Walk Bike Walk Annual Trips 4,958,000 10,013,000 5,341,000 10,013,000 6,564,000 10,677,000 9,726,000 12,299,000 Annual Miles 11,233,000 7,027,000 11,732,000 7,027,000 13,326,000 7,235,000 17,445,000 7,743,000 Annual Hours of Physical Activity 1,123,000 2,342,000 1,173,000 2,342,000 1,333,000 2,412,000 1,745,000 2,581,000 Rec. Physical Activity Minimum Met 8,638 18,015 9,023 18,015 10,254 18,554 13,423 19,854 Regional Physical Activity Need Met 22.6% 47.2% 23.6% 47.2% 26.8% 48.6% 35.1% 52.0% Healthcare Cost Savings $291,000 $401,000 $313,000 $401,000 $385,000 $428,000 $571,000 $493,000 3.4.2. Environmental Benefits The existing levels of walking and bicycling provide environmental benefits to the community by not being emissions generating trips. Building off of the health benefits analysis and the mode share growth scenarios, the implications for hydrocarbon, particulate matter, nitrous oxides, carbon monoxide, and carbon dioxide can be estimated. This analysis uses national methodologies to determine trip replacement. Every walking or bicycling trip is not equal to a vehicle trip. Based on a review of air emissions studies, each pound of emissions was assigned an equivalent dollar amount based on how much it would cost to clean up the pollutant or the cost equivalent of how much damage the pollutant causes to the environment. Other potential ecological services associated with the bicycle projects such as water regulation, carbon sequestration, carbon storage, and waste treatment exist but the quantifiable value of these services are negligible on the overall impact. Table 3.5 presents the estimated environmental benefits of active transportation modes. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 57 FINALTable 3.5: Environmental Benefit Estimates Type Existing Low-Growth Mid-Growth High-Growth Bike Walk Bike Walk Bike Walk Bike Walk CO2 Emissions Reduced (lbs) 5,960,000 5,960,000 6,420,000 5,960,000 7,891,000 6,355,000 11,691,000 7,320,000 Other Vehicle Emissions Reduced (lbs) 136,000 102,000 146,000 102,000 180,000 109,000 266,000 125,000 Total Vehicle Emissions Cost Reduced $140,000 $105,000 $151,000 $105,000 $185,000 $112,000 $275,000 $129,000 3.4.3. Transportation Benefits The most readily identifiable benefits of active transportation exist in its ability to increase transportation options and access to activity centers for Bozeman residents and visitors. While money rarely changes hands, real savings can be estimated from the reduced costs associated with congestion, vehicle crashes, road maintenance, and household vehicle operations. Using the same annual vehicle miles travelled (VMT) reduction estimates highlighted in the health and environmental components, transportation-related costs savings were calculated. By multiplying the amount of VMT reduced by established multipliers for traffic congestion, vehicle collisions, road maintenance, and vehicle operating costs, monetary values were assigned to the transportation-related benefits. This analysis is the most conceptual of the three and actual savings may not result in the estimates given in Table 3.6. Table 3.6: Transportation Benefit Estimates Type Existing Low-Growth Mid-Growth High-Growth Bike Walk Bike Walk Bike Walk Bike Walk Annual VMT Reduced 4,185,000 3,141,000 4,508,000 3,141,000 5,541,000 3,349,000 8,211,000 3,857,000 Reduced Traffic Congestion Costs $293,000 $220,000 $316,000 $220,000 $388,000 $234,000 $575,000 $270,000 Reduced Vehicle Crash Cost $2,093,000 $1,570,000 $2,254,000 $1,570,000 $2,771,000 $1,674,000 $4,105,000 $1,929,000 Reduced Road Maintenance Costs $628,000 $471,000 $676,000 $471,000 $831,000 $502,000 $1,232,000 $579,000 Household Vehicle Operation Cost Savings $2,386,000 $1,790,000 $2,570,000 $1,790,000 $3,159,000 $1,909,000 $4,680,000 $2,199,000 3.4.4. Total Benefits Further improving the walking and bicycling system in Bozeman will result in more trips being taken via these modes. Increases in mode share can yield significant annual benefits to Bozeman and its residents. As summarized in Table 3.7, the city currently experiences approximately $10-million in annual benefits from active modes of transportation and could experience a further $500,000 to $6.6 million in additional benefits depending on population growth and varying levels of future mode share increases. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 58 FINALTable 3.7: Total Benefit Estimates Type Existing Low-Growth Mid-Growth High-Growth Bike Walk Bike Walk Bike Walk Bike Walk Health Benefits $291,000 $401,000 $313,000 $401,000 $385,000 $428,000 $571,000 $493,000 Environmental Benefits $140,000 $105,000 $151,000 $105,000 $185,000 $112,000 $275,000 $129,000 Transportation Benefits $5,400,000 $4,051,000 $5,816,000 $4,051,000 $7,149,000 $4,319,000 $10,592,000 $4,977,000 Total Benefits $10,388,000 $10,837,000 $12,578,000 $17,037,000 Total Additional Benefits ‐  $499,000  $2,190,000  $6,649,000  The monetary benefits provided in Table 3.7 combine multiple sources of small amounts of savings. Using the methodology to estimate reductions in vehicle miles traveled, estimates for the overall benefits to the future capacity of Bozeman’s streets can also be estimated. For this analysis, Streamline transit ridership data was included and annual growth projections were given for 2%, 3.5% and 5% to represent the low, mid and high growth scenarios. Transit’s vehicle trip replacement was also accounted for as only a portion of transit trips may be a direct replacement of a vehicle trip. The purpose of this analysis is to estimate the potential ‘load’ that active modes of transportation could carry on Bozeman’s network. Assuming active modes increase, streets in Bozeman would be carrying more people with fewer vehicles. Such a scenario could negate or substantially delay the need for expensive intersection and roadway capacity projects. Table 3.8: Potential Vehicle Trip Reduction from Increased Active Transportation Mode Share in 2040 Active Transportation Growth Scenario Vehicle Miles Traveled Reduced Total Annual Trips Reduced (estimated) Daily Trips Reduced Low Growth 8,740,000 2,914,000 8,000 Mid Growth 10,483,000  3,395,000  10,000 High Growth 14,361,000 4,787,000 14,000  BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 59 FINALBased on the data in Table 3.8, it can be estimated that under the high growth scenario, active modes could be carrying 14,000 trips per day in Bozeman. For perspective, this is roughly equivalent to the number of vehicles per day travelling on Kagy Boulevard in 2015. This value is an average and would be higher during the summer months and lower during the winter months. This makes sense as in 2013 on a nice day in September, 2,500 bicyclists alone were manually counted over a 2 hour period at only 15 locations around Bozeman. This benefit would be distributed over the network. Improving active transportation mode share and overall mobility can be accomplished by completing gaps in the network, improving intersections and overcoming some of the barriers which seem to be suppressing mode share in certain areas of Bozeman such as Valley West. 4.0. SAFETY Crash data within the study area were analyzed to determine problem areas, “hot-spot” crash locations, and behavioral characteristics. Trend analysis comparisons were also made for Gallatin County and the State of Montana to help identify unique trends. The following sections provide an analysis of available crash data to help identify crash trends and contributing factors. Improving transportation safety requires more than just fixing a road or increasing police patrols. In order to be most effective, safety improvements need to consider the “Four E’s” of transportation safety: Education, Enforcement, Engineering, and Emergency Services. 4.1. STUDY AREA CRASH ANALYSIS Crash data were provided by the MDT Traffic and Safety Bureau for the five-year period between January 1st, 2010 and December 31st, 2014. The crash reports are a summation of information from the scene of the crash provided by the responding officer. As such, some of the information contained in the crash reports may be subjective. According to the MDT crash database, there were 3,763 crashes reported within the study area during the analysis time period. The number of crashes per year increased from 747 crashes in 2010 to 825 crashes in 2012. After 2012 the number of yearly crashes decreased to 633 crashes in 2014. The number of injury crashes followed a similar trend to that of the total crashes with 191 crashes in 2010, peaking in 2012 with 246 crashes, and decreasing to 194 crashes in 2014. The number of non-injury crashes per year in 2010 was 556 crashes and increased to a peak in 2011 with 605 crashes before decreasing to 436 crashes in 2014. Figure 4.1 presents the total, injury, and non-injury crashes per year for the five-year analysis period. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 60 FINAL Figure 4.1: Crashes per Year The spatial distribution of all crashes was plotted based on the reported crash locations. The number of crashes per area were then tallied and symbolized in Figures 4.2 and 4.3. Locations with higher traffic volumes appear to have a higher number of crashes. Detailed intersection crash analysis is presented in Section 4.1.5. 01002003004005006007008009002010 2011 2012 2013 2014Number of CrashesCrashes per YearInjury CrashesNon-Injury CrashesTotal Crashes BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 61 FINAL Figure 4.2: Crash Density 9090191848586411345205345235191191HIGHLAND BLVDS 3RD AVEWILLSON AVEGRIFFIN DRKAGY BLVDDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTERLNBABCOCK STE VALLEY CENTER RDPEACH STMENDENHALL STS CHURCH AVE S 19TH AVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEGALLATINRDHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRBRIDGERCANYONRDN 7TH AVEN 19TH AVEJACKRABBIT LNMAIN STDURSTON RDCOTTONWOOD RDDAVIS LNBABCOCK STBAXTER LNOAK STGARFIELD STPATTERSON RDFOWLER LNGOOCH HILL RDBLACKWOOD RDSOURDOUGH RDGOLDENSTEIN LNS 3RD AVESTUCKY RDFERGUSON AVEFOWLER AVE27TH STBEAR CANYON RD LOVE LNHARPER PUCKETT RDGRAF STNASH RDBOZEMAN TRAIL TAYABESHOCKUP RDFRONTAGE RDFORT ELLIS RDGRAF ST CATMOUNT STNELSON RDMCILHATTAN RDMANLEY RDSTORY MILL RDCrashDensityBOZEMANTMP TRANSPORTATION MASTER PLAN Source: City of Bozeman, MDT, RPA012½MilesMap LegendCrashes per 1,000ft x 1,000ft Grid** January 1, 2010 through December 31, 2014Railroad1 - 1011 - 2526 - 40> 6541 - 65Bozeman City LimitsStudy AreaMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 62 FINAL Figure 4.3: Crash Density (Detail Area) 909019186411345205345235191S19THAVEHIGHLAND BLVDS3RDAVEWILLSON AVEGRIFFIN DRKAGY BLVDN 11TH AVEDURSTON RDOAK STCOLLEGE STBOZEMAN TRAIL RDBAXTER LNBABCOCKSTEVALLEYCENTERRDPEACH STMENDENHALL STSCHURCHAVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEHUFFINE LNFRONTAGE RDROUSE AVEBRIDGER DRMAIN STBRIDGERCANYONRDN 7TH AVEN 19TH AVEDURSTON RDS3RDAVEGRAF ST S 27TH AVEFOWLER LNSOURDOUGH RDTAYABESHOCKUP RDFORT ELLIS RDHAGGERTY LNS 7TH AVES 6TH AVEOAK STN 15TH AVEGOOCH HILL RDFERGUSON AVEDAVIS LNN 27TH AVES 23RD AVEL STMC ILH AT TA N R DSTORY MILL RDMANLEY RDHIDDEN VALLEY RDHARPER PUCKETT RDLOVE LNBABCOCK STTAMARACK STCATAMOUNT STCATTAIL STGARFIELD STLINCOLN STGRANT STCLEVELAND STSTUCKY RDGRAF STBLACKWOOD RDGOLDENSTEIN LNCrash Density(Detail Area)0½11½¼MilesBOZEMANTMP TRANSPORTATION MASTER PLAN Map Legend* January 01, 2010 to December 31, 2014Crashes per500 ft x 500 ft Grid*Railroad1 - 56 - 1011 - 2021 - 35> 35Study AreaBozeman City LimitsMontana State University BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 63 FINAL4.1.1. Crash Period Crash data for the study area were evaluated based on the period of time when the crash occurred. With regards to the time of day, two prominent peaks can be seen: one around 8:00 AM and the other around 5:00 PM. Around 50 percent of the reported crashes occurred between the hours of 12:00 PM and 7:00 PM. The PM peak hours (4:00 PM to 7:00 PM) accounted for approximately 22 percent of all reported crashes. The distribution of injury and non-injury crashes generally follows the same pattern as total crashes. The time of day distribution is presented in Figure 4.4. Figure 4.4: Crash Time of Day Distribution The month of December represents the month with the highest reported number of crashes. November and January had the next two highest number of reported crashes. Approximately 35 percent of all crashes occurred during these three months. Inclement weather conditions often exist from November to January which can contribute to an increase in the number of crashes. Figure 4.5 shows the distribution of reported crashes based on the month of the year in which the crash occurred. 050100150200250300350400Number of CrashesTime of the DayInjury CrashesNon-Injury CrashesTotal Crashes BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 64 FINAL Figure 4.5: Crash Month of the Year Distribution With respect to the day of the week in which crashes occurred, weekdays had a higher number of crashes than weekends. Friday had the highest number of reported crashes, accounting for nearly 18 percent of all crashes. Weekend crashes accounted for approximately 22 percent of all crashes. The distribution of crashes based on day of the week in which the crash occurred is presented in Figure 4.6. 050100150200250300350400450500Number of CrashesMonth of the YearInjury CrashesNon-Injury CrashesTotal Crashes BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 65 FINAL Figure 4.6: Crash Day of Week Distribution 4.1.2. Environmental Factors Crash data were reviewed to determine if any trends exist in relation to environmental factors such as weather, roadway surface, and lighting conditions. The weather condition was reported as clear in about 50 percent of all crashes. Cloudy weather accounted for an additional 33 percent of crashes. With respect to the road surface condition, about 59 percent of crashes were reported as having occurred on dry roads, while 7 percent of crashes were reported as having occurred on icy or frost covered roads. Seventy percent of crashes were reported as having occurred under daylight conditions. An additional 15 percent were reported as occurring under dark, not lighted conditions. Figure 4.7 presents the distribution of crashes based on environmental factors. In summarizing the environmental factors, several factors were combined for the sake of clarity. For weather conditions, the “other” category includes blowing snow; sleet/hail/freezing; rain/drizzle; fog, smog, or smoke; severe crosswinds, blowing sand, soil, and dirt; and 0100200300400500600700800Sunday Monday Tuesday Wednesday Thursday Friday SaturdayNumber of CrashesDay of the WeekInjury CrashesNon-Injury CrashesTotal Crashes BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 66 FINALunknown. For road surface conditions, the “other” category includes mud, dirt, or gravel; other; sand; and unknown. For lighting conditions, the “other” category includes dusk, dawn, dark-unknown lighting, and unknown. Figure 4.7: Weather Condition (Left), Road Surface (Center), and Lighting Condition (Right) Summaries The charts presented in Figure 4.7 show the breakdown of crashes based on a single attribute, for example Weather Condition. Table 4.1 was produced to better understand the relationship between the three environmental factors. The data tabulated in Table 4.1 represents the number of crashes that occurred under a particular combination of all three of the environmental factors. For example, there were 135 crashes reported to have occurred during clear weather on icy or frost covered roads during daylight conditions. From Table 4.1, it can be seen that most of the reported crashes, 1,043 crashes, occurred during clear weather on dry roads during daylight conditions. Clear1899 Crashes50%Cloudy1236 Crashes33%Snow405 Crashes11%Rain126 Crashes3%Other97 Crashes3%Weather ConditionDry2217 Crashes59%Ice/Frost640 Crashes17%Snow430 Crashes12%Wet429 Crashes11%Other47 Crashes1%Road Surface ConditionDaylight2638 Crashes70%Dark-Not Lighted559 Crashes15%Dark-Lighted422 Crashes11%Other144 Crashes4%LightingCondition BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 67 FINALTable 4.1: Relationship between Environmental Conditions Weather Condition Road Surface Condition Total Lighting Condition Dry Ice/Frost Snow Wet Other Clear 1,457 220 123 83 16 1,899 Daylight 1,043 135 79 50 9 1,316 Dark – Not Lighted 205 34 12 8 5 264 Dark – Lighted 162 37 24 17 2 242 Other 47 14 8 8 77 Cloudy 740 236 94 152 14 1,236 Daylight 599 158 67 118 9 951 Dark – Not Lighted 82 46 16 15 4 163 Dark – Lighted 43 20 8 16 1 88 Other 16 12 3 3 34 Snow 8 150 185 52 10 405 Daylight 5 78 103 42 8 236 Dark – Not Lighted 38 49 6 2 95 Dark – Lighted 3 29 23 1 56 Other 5 10 3 18 Rain 3 122 1 126 Daylight 2 79 81 Dark – Not Lighted 24 24 Dark – Lighted 1 14 15 Other 5 1 6 Other 9 34 28 20 6 97 Daylight 5 23 16 10 54 Dark – Not Lighted 1 6 6 13 Dark – Lighted 3 4 5 8 1 21 Other 1 1 2 5 9 Grand Total 2,217 640 430 429 47 3,763 4.1.3. Crash Type Approximately 36 percent, or 1,352 crashes, were reported to have occurred at non-junction locations while about 55 percent, or 2,072 crashes, were reported to have occurred in an intersection or were intersection related. Crashes occurring on the roadway accounted for 81 percent of crashes for a total of 3,037 crashes. About 16 percent of crashes – 585 crashes – occurred on the shoulder of the roadway. Figure 4.8 shows the distribution of crashes and their respective relationship to junctions and the roadway. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 68 FINAL Figure 4.8: Crash Relation to Junction (Left) and Roadway (Right) Crashes can be categorized as either single or multi-vehicle crashes. Multi-vehicle crashes accounted for 74 percent of all reported crashes with a total of 2,789 crashes. Single vehicle crashes represented 26 percent of crashes with 972 total crashes. Two crashes were reported with an unknown crash type. The most common multi-vehicle crashes were rear-end crashes, accounting for 40 percent of all multi-vehicle crashes. Right angle and sideswipe, same direction crashes were listed as the manner of crash in 856 and 280 crashes, respectively. With respect to single vehicle crashes, fixed object crashes were the most commonly reported crash with 519 crashes, accounting for 53 percent of all single vehicle crashes. Roll over and wild animal crashes were the next two most common crashes with 169 and 140 crashes, respectively. Figure 4.9 presents the distribution of both multiple and single vehicle crashes within the study area. 36%1,352 Crashes32%1,199 Crashes23%873 Crashes9%339 Crashes0% 20% 40% 60% 80% 100%Non-JunctionIn IntersectionIntersection - RelatedOtherRelation to Junction81%3,037 Crashes16%585 Crashes2%67 Crashes2%74 Crashes0% 20% 40% 60% 80% 100%On RoadwayShoulderOff RoadwayOther/UnknownRelation To Roadway BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 69 FINAL Figure 4.9: Manner of Crash 4.1.4. Crash Severity Crash severity is categorized based on the most severe injury of the crash. For example if a crash results in two possible injuries and an incapacitating injury, the crash is reported as an incapacitating injury crash. The distribution of reported crash severity is presented in Figure 4.10. The locations of the incapacitating and fatal injury crashes are shown in Figure 4.11. An incapacitating injury is defined as an injury, other than a fatality, which prevents the injured individual from walking, driving, or normally continuing the activities they were capable of performing before the injury. 40%1,118 Crashes31%856 Crashes10%280 Crashes8%236 Crashes3%82 Crashes3%79 Crashes2%57 Crashes2%48 Crashes1%33 Crashes53%519 Crashes17%169 Crashes14%140 Crashes4%39 Crashes3%32 Crashes2%22 Crashes5%51 CrashesFixed ObjectRoll OverWild AnimalPedestrianNot Fixed Object or DebrisBacking VehicleOther Single Vehicle CrashesRear-EndRight AngleSideswipe, Same DirectionLeft Turn, Opposite DirectionOtherHead OnSideswipe, Opposite DirectionLeft Turn, Same DirectionOther Multi-Vehicle CrashesManner of Crash0%50% 50%100%0%Multi-Vehicle Crashes2,789 crashes74% of all crashesSingle Vehicle Crashes972 crashes26% of all crashesNote: Two crashes were reported as unknown crash type. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 70 FINALDuring the five year analysis period, there were a total of 1,032 injury and 16 fatal crashes, accounting for 27 and 0.4 percent of all crashes, respectively. As a result of multiple individuals being injured in a single crash, a total of 1,355 individuals were injured during the crash analysis period. Furthermore, 16 individuals sustained fatal injuries during the same period. Figure 4.10: Crash Severity 0.4%16 Crashes2%64 Crashes9%325 Crashes17%643 Crashes70%2,649 Crashes2%66 Crashes0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%FatalIncapacitating InjuryNon-incapacitating injuryPossible InjuryProperty Damage OnlyUnknownCrash Severity BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 71 FINAL Figure 4.11: Severe Crash Locations BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 72 FINAL4.1.5. Intersection Crashes The 63 intersection that were studied for LOS were also investigated for crashes. The crash information was analyzed to identify those intersections with crash characteristics that may warrant further study. The number of crashes at each intersection was determined spatially from the GIS crash database. Any crash located within 150 feet was counted for that intersection. Intersection traffic volumes were determined from PM peak hour turning movement counts. A design hourly vehicle (DHV) factor of 8.61 percent was applied to the peak hour counts to estimate daily traffic volumes based on the average DHV determined from count locations with 24 hours of data. Crash rates were used to represent the number of crashes against the daily traffic volume. The rate is expressed as the number of crashes per million entering vehicles. Equation 1 was used to calculated crash rate. The severity index was calculated by applying multipliers to crashes based on severity. For the severity index, crashes were broken into three categories of severity: property damage only (PDO), non-incapacitating injury, and fatal or incapacitating injury crashes. Each of these three types was given a different multiplier: 1.0 for PDO, 3.0 for injury, and 8.0 for fatal or incapacitating injury crashes. Equation 2 was used to calculate the severity index. Table 4.2 presents the crash rates and severity indices for each of the study intersections. Equation 1: ܶ݋ݐ݈ܽ ܰݑܾ݉݁ݎ ݋݂ ܥݎܽݏ݄݁ݏ ൈ 1,000,000 ܸ݄݈݁݅ܿ݁ݏܸ݄݈݁݅ܿ݁ݏ ݌݁ݎ ݀ܽݕ ൈ ܰݑܾ݉݁ݎ ݋݂ ܻ݁ܽݎݏ ൈ 365 ݀ܽݕݏ ݌݁ݎ ݕ݁ܽݎൌܥݎܽݏ݄ ܴܽݐ݁ Equation 2: ሺ#ܲܦܱ ൈ 1.0ሻ ൅ሺ#ܫ݆݊ݑݎݕ ൈ 3.0ሻ൅ ሺ#ܨܽݐ݈ܽ ݋݂ ܫ݊ܿܽ݌ ൈ 8.0ሻܶ݋ݐ݈ܽ ܰݑܾ݉݁ݎ ݋݂ ܥݎܽݏ݄݁ݏൌ ܵ݁ݒ݁ݎ݅ݐݕ ܫ݊݀݁ݔ BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 73 FINALTable 4.2: Intersection Crash Rate, Severity Index, and Severity Rate ID Intersection Total Crashes Fatal/Incapacitating Injury Crashes Injury Crashes PDO Crash Rate Severity Index Severity Rate 01 Ferguson Avenue and Babcock Street 18 0 8 10 0.70 1.89 1.32 02 Fowler Avenue and Babcock Street 2 0 1 1 0.10 2.00 0.19 03 Ferguson Avenue and Huffine Lane 22 1 7 14 0.35 1.95 0.68 04 Fowler Avenue and Huffine Lane 10 1 3 6 0.15 5.60 0.35 05 19th Avenue and Garfield Street 12 0 4 8 0.21 1.67 0.35 06 19th Avenue and Stucky Road 8 0 2 6 0.27 1.50 0.41 07 19th Avenue and Goldenstein Lane 9 1 3 5 0.58 2.44 1.41 08 7th Avenue and Griffin Drive 12 1 4 7 0.35 2.25 0.78 09 Manely Road and Griffin Drive 3 0 1 2 0.16 1.67 0.27 10 Rouse Avenue and Griffin Drive 5 0 0 5 0.22 1.00 0.22 11 Story Mill Road and Bridger Drive 5 1 2 2 0.37 3.20 1.20 12 Willson Avenue and Peach Street 11 0 5 6 0.72 1.91 1.38 13 Rouse Avenue and Peach Street 8 1 5 2 0.29 3.13 0.92 14 Willson Avenue and Mendenhall Street 6 0 2 4 0.27 1.67 0.45 15 Willson Avenue and Babcock Street 21 0 8 13 0.74 1.76 1.30 16 Broadway Avenue and Main Street 11 1 1 9 0.30 1.82 0.54 17 Highland Boulevard and Main Street 1 0 0 1 0.02 1.00 0.02 18 Haggerty Lane and Main Street 7 0 3 4 0.19 1.86 0.36 19 Willson Avenue and College Street 8 0 5 3 0.27 2.25 0.61 20 Highland Boulevard and Ellis Street 3 0 0 3 0.12 1.00 0.12 21 Sourdough Road and Kagy Boulevard 9 1 2 6 0.31 2.22 0.68 22 Highland Boulevard and Kagy Boulevard 2 0 0 2 0.09 1.00 0.09 23 Wagon Wheel Road and 3rd Avenue 0 0 0 0 0.00 0.00 0.00 24 11th Avenue and College Street 17 1 1 15 0.42 1.53 0.65 25 11th Avenue and Grant Street 7 0 1 6 0.32 1.29 0.41 26 11th Avenue and Lincoln Street 6 0 2 4 0.25 1.67 0.42 27 11th Avenue and Kagy Boulevard 14 0 0 14 0.34 1.00 0.34 28 8th Avenue and College Street 5 0 0 5 0.22 1.00 0.22 29 7th Avenue and Grant Street 4 0 1 3 0.30 1.50 0.45 30 7th Avenue and Kagy Boulevard 15 0 1 14 0.47 1.13 0.53 31 Valley Center Spur and Frontage Road 22 3 8 11 1.16 2.68 3.11 32 Valley Center Spur and Valley Center Road 12 0 1 11 0.63 1.17 0.74 33 Nelson Road and Frontage Road 0 0 0 0 0.00 0.00 0.00 34 19th Avenue and I-90 EB Ramp 3 0 0 3 0.07 1.00 0.07 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 74 FINALID Intersection Total Crashes Fatal/Incapacitating Injury Crashes Injury Crashes PDO Crash Rate Severity Index Severity Rate 35 19th Avenue and I-90 WB Ramp 1 0 0 1 0.03 1.00 0.03 36 19th Avenue and Tschache Way 27 2 6 19 0.51 1.96 1.00 37 19th Avenue and Oak Street 38 0 13 25 0.52 1.68 0.88 38 19th Avenue and Durston Road 29 0 7 22 0.42 1.48 0.63 39 7th Avenue and Durston Road/Peach Street 18 0 5 13 0.36 1.56 0.56 40 19th Avenue and Main Street 12 0 4 8 0.14 1.67 0.24 41 7th Avenue and Main Street 7 0 2 5 0.19 1.57 0.30 42 19th Avenue and Babcock Street 16 0 3 13 0.44 1.38 0.60 43 19th Avenue and Koch Street 12 0 4 8 0.30 1.67 0.50 44 19th Avenue and College Street 30 0 12 18 0.54 1.80 0.96 45 19th Avenue and Graf Street 1 0 1 0 0.06 1.00 0.06 46 Harper Puckett Road and Baxter Lane 3 0 0 3 0.34 1.00 0.34 47 Flanders Mill Road and Baxter Lane 2 0 0 2 0.15 1.00 0.15 48 Davis Lane and Baxter Lane 10 0 3 7 0.39 1.60 0.62 49 Laurel Parkway and Durston Road 2 1 1 0 0.11 5.50 0.60 50 Cottonwood Road and Durston Road 5 0 0 5 0.20 1.00 0.20 51 Flanders Mill Road and Durston Road 0 0 0 0 0.00 0.00 0.00 52 Ferguson Avenue and Durston Road 10 0 0 10 0.35 1.00 0.35 53 Fowler Avenue and Durston Road 2 1 1 0 0.11 5.50 0.60 54 Cottonwood Road and Babcock Street 2 0 0 2 0.11 1.00 0.11 55 19th Avenue and Baxter Lane 38 2 13 23 0.55 2.05 1.13 56 7th Avenue and Baxter Lane 10 0 3 7 0.17 1.60 0.28 57 7th Avenue and Oak Street 51 0 17 34 0.68 1.67 1.14 58 15th Avenue and Oak Street 8 0 5 3 0.21 2.25 0.48 59 27th Avenue and Oak Street 5 0 0 5 0.23 1.00 0.23 60 Davis Lane and Oak Street 5 0 1 4 0.23 1.40 0.33 61 Rouse Avenue and Oak Street 1 0 0 1 0.03 1.00 0.03 62 19th Avenue and Kagy Boulevard 13 0 5 8 0.31 1.77 0.54 63 Willson Avenue/3rd Avenue and Kagy Boulevard 22 0 8 14 0.46 1.73 0.80 BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 75 FINAL4.2. BICYCLIST AND PEDESTRIAN CRASH ANALYSIS Bicycle and pedestrian crash data are part of the same data set as the vehicular crash data. All pedestrian crashes have the reported crash type listed as pedestrian. Bicycle crashes, however, could be listed as right angle, sideswipe, etc. crashes. As such, it was necessary to investigate the vehicles involved in the crash. Any crash listing a bicycle as being involved in a crash has been included in this analysis. Note that each crash used for this analysis was also included in the prior study area crash analysis. Pedestrian and bicycle crash data are typically underreported as many minor collisions that do not involve injury or significant property damage are unlikely to be reported to the police. Crash data were reviewed for the five year period between January 1st, 2010 to December 31st, 2014 and some interesting trends were noted. Figure 4.12 provides a summary of this analysis. The vast majority of pedestrian and bicycle involved crashes occur at intersection or driveways; essentially, places where vehicle turning movements conflict. Most of these intersection are on Bozeman’s arterial and collector system. Many crashes occurred due to impaired driving (also impaired walking in the case of 19 percent of pedestrian crashes). BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 76 FINAL Figure 4.12: Bicyclist and Pedestrian Crash Statistics 88CRASHESINVOLVINGBICYCLISTS47CRASHESINVOLVINGPEDESTRIANS11OCCURRED WHEN IT8 OUT OF 10 (80%)IN UNLIT AREAS7 OUT OF 12 (58%)IN UNLIT AREASWASDARK OUTSIDE%25OCCURRED WHEN ITWASDARK OUTSIDE%78OCCURRED ATINTERSECTIONSOR DRIVEWAYSOR DRIVEWAYS%64OCCURRED ATINTERSECTIONS%59INVOLVED IMPAIREDMOTORISTDRIVING BY THEINVOLVED IMPAIREDMOTORISTDRIVING BY THEINVOLVED IMPAIREDPEDESTRIANS%36%23OCCURRED WITHINA BICYCLE LANE%19%16INCAPACITATING OR FATALINJURIES12% OF TOTAL BIKE/PED CRASHES (1 FATAL)WHERE DO CRASHESOCCUR?Arterialsof totalmileage16%of totalmileage22%of totalmileage62%CollectorsLocal Roads65%14%21%75%9%16% BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 77 FINAL4.3. SAFETY DATA TREND ANALYSIS The MDT Highway Traffic Safety Section supplied crash statistics for January 1st, 2010 to December 31st, 2014. A safety data trend analysis was conducted to compare the crash characteristics of the Study Area, Gallatin County, and the State of Montana. 4.3.1. Impairment Of the reported crashes, Gallatin County had a higher rate of alcohol/drug related crashes (10.6 percent) as compared to the State of Montana (9.7 percent). The rate of impaired driving crashes within the study area was lower than both the County and the State with 7.6 percent of reported crashes involving an impaired driver. Table 4.3 tabulates the total reported crashes and the percentage of crashes involving an impaired driver. Table 4.3: Crash Statistics for Alcohol/drug Related Crashes Location Total Crashes Impaired Driver Involved Study Area 3,763 287 7.6% Gallatin County 8,167 863 10.6% State of Montana 102,187 9,869 9.7% 4.3.2. Safety Belt Use Safety belt use data were reported on a per individual basis. As such, individuals involved in some crashes did not have the option to use a safety belt, for example motorcycles, pedestrians, or bicyclists. The data were adjusted to account for these users. Safety belt usage data for the State of Montana are unavailable. Safety belt usage was found to be higher in the study area than Gallatin County with 90.8 and 89.8 percent of individuals using safety belts, respectively. Table 4.4 gives statistics for safety belt use. Table 4.4: Crash Statistics for Safety Belt Use Location Number of Individuals Using Restraints Not Using Restraints Unknown Study Area 8,882 8,061 90.8% 383 4.3% 438 4.9% Gallatin County 17,452 15,669 89.8% 840 4.85 943 5.4% BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 78 FINAL4.3.3. Driver Age Analysis of driver’s age shows that drivers between 18 and 25 years of age were the most commonly reported ages for the study area, Gallatin County, and the State of Montana. Within the study area, 32 percent of drivers were reported to be within the 18 to 25 years of age range. Figure 4.13 shows the percent of drivers by age for the study area, Gallatin County, and the State of Montana. Figure 4.13: Driver’s Age Statistics 5%32%27%25%11%4%39%30%20%6%8%31%29%24%9%UNDER 18 18 - 25 26 - 40 41 - 60 OVER 60Percentage of CrashesStudy AreaGallatin CountyState of Montana BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 79 FINAL4.3.4. Vehicle Type Motorcycles were involved in 1.5 percent of crashes within the study area, which is lower than both Gallatin County (1.7 percent) and the State of Montana (1.9 percent). Large vehicles, i.e. semi-trucks, were involved in 1.8 percent of crashes within the study area. Large vehicles accounted for 4.9 and 6.3 percent of crashes in Gallatin County and the State of Montana, respectively. Table 4.5 presents crash statistics based on vehicle type. Table 4.5: Crash Statistics for Vehicle Type Location Total Crashes Motorcycle Crashes Large Vehicle Crashes Study Area 3,763 58 1.5% 66 1.8% Gallatin County 8,167 142 1.7% 401 4.9% State of Montana 102,187 1,974 1.9% 6,397 6.3% 4.3.5. Crash Severity Comparison of crash severity statistics revealed that fatal and incapacitating injury crashes accounted for a lower percentage of crashes with in the study area as compared to both Gallatin County and the State of Montana. Less than 1.0 percent of crashes resulted in a fatality for the study area, Gallatin County, and the State of Montana. Table 4.6 tabulates the number and percentage of fatal and incapacitating injury crashes that occurred within the study area, Gallatin County, and the State of Montana. Table 4.6: Crash Severity Statistics Location Total Crashes Fatal Crashes Incapacitating Injury Crashes Study Area 3,763 16 0.4% 64 1.7% Gallatin County 8,167 48 0.6% 193 2.4% State of Montana 102,187 922 0.9% 4,023 3.9% BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 80 FINAL5.0. AREAS OF CONCERN This section provides a list and description of areas of concern and consideration within the study area. These areas were identified through review of existing traffic data, travel demand model projections, field review, public databases, and other resources. More discussion has been provided in the previous sections, and it is reiterated here as appropriate. 5.1. EXISTING TRANSPORTATION CONDITIONS The following roadways are currently exceeding capacity (v/c ≥ 1) – refer to Figure 2.12:  Kagy Boulevard – South 19th Avenue to South 7th Avenue  Rouse Avenue – Peach Street to Bond Street The following roadways are currently approaching capacity (0.85 ≤ v/c < 1.00) – refer to Figure 2.12:  College Street – South 19th Avenue to South 15th Avenue  Frontage Road – Valley Center Cut Across to Study Area Boundary  Kagy Boulevard – South 7th Avenue to Willson / South 3rd Avenue  Rouse Avenue – Bond Street to Griffin Drive The following intersections experience a LOS of D or worse under existing conditions: Signalized (see Table 2.6 and Figure 2.20)  Highland Boulevard and Main Street (ID 17)  19th Avenue and Main Street (ID 40)  North 7th Avenue and Oak Street (ID 57) Unsignalized (see Table 2.7 and Figure 2.20)  Ferguson Avenue and Babcock Street (ID 01)  Fowler Avenue and Babcock Street (ID 02)  Manely Road and Griffin Drive (ID 09)  Rouse Avenue and Peach Street (ID 13)  Haggerty Lane and Main Street (ID 18)  Willson Avenue and College Street (ID 19) BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 81 FINAL Highland Boulevard and Ellis Street (ID 20)  Sourdough Road and Kagy Boulevard (ID 21)  Highland Boulevard and Kagy Boulevard (ID 22)  South 7th Avenue and Kagy Boulevard (ID 30)  North 19th Avenue and I-90 EB Ramp (ID 34)  Davis Lane and Baxter Lane (ID 48)  Flanders Mill Road and Durston Road (ID 51)  Ferguson Avenue and Durston Road (ID 52)  North 7th Avenue and Baxter Lane (ID 56)  North 27th Avenue and Oak Street (ID 59)  Davis Street and Oak Street (ID 60) 5.2. PROJECTED TRANSPORTATION CONDITIONS The following roadways are projected to exceed capacity (v/c ≥ 1) – refer to Figure 3.2:  College Street – South 19th Avenue to South 15th Avenue  Durston Road – North 25th Avenue North 19th Avenue  Frontage Road (S-205) – Nelson Road to Springhill Road  Griffin Drive – North 7th Avenue to Rouse Avenue  Huffine Lane – Fowler Avenue to Study Area Boundary  Kagy Boulevard – South 19th Avenue to South 7th Avenue  Main Street – North 7th Avenue to North 5th Avenue  North 19th Avenue – Main Street to Interstate 90  Rouse Avenue – Oak Street to Griffin Drive  South 19th Avenue – College Street to Kagy Boulevard  South 11th Avenue – College Street to Grant Street The following roadways are projected to approach (0.85 ≤ v/c < 1.00) – refer to Figure 3.2:  Baxter Lane – North 27th Avenue to North 19th Avenue  College Street – South 15th Avenue to South 11th Avenue  Durston Road – North 27th Avenue to North 25th Avenue BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 82 FINAL Durston Road – North 15th Avenue to North 11th Avenue  Gooch Hill Road – Huffine Lane to Stucky Road  Huffine Lane – Fowler Avenue to North 19th Avenue  Kagy Boulevard – North 7th Avenue to Tracy Avenue  Main Street – North 19th Avenue to North 7th Avenue  North 7th Avenue – Interstate 90 to Oak Street  Oak Street – North 27th Avenue to North 19th Avenue  Oak Street – North 19th Avenue to North 7th Avenue/Walmart Approach  Peach Street – North 7th Avenue to North 5th Avenue  South 19th Avenue – College Street to Main Street  South 19th Avenue – Kagy Boulevard to Graf Street  South 11th Avenue – College Street to Babcock Street  Stucky Road – South 19th Avenue to Wagon Wheel Road  Willson Avenue – Garfield Street to Babcock Street The following intersections are projected to experience a LOS of D or worse by the year 2040: Signalized (see Table 3.1 and Figure 3.3)  Fowler Avenue and Huffine Lane (ID 04)  South 19th Avenue and Garfield Street (ID 05)  North 7th Avenue and Griffin Drive (ID 08)  Highland Boulevard and Main Street (ID 17)  South 11th Avenue and Kagy Boulevard (ID 27)  North 19th Avenue and I-90 EB Ramp (ID 34)  North 19th Avenue and I-90 WB Ramp (ID 35)  North 19th Avenue and Oak Street (ID 37)  North 19th Avenue and Durston Road (ID 38)  North 7th Avenue and Durston / Peach (ID 39)  19th Avenue and Main Street (ID 40)  South 19th Avenue and Babcock Street (ID 42)  South 19th Avenue and College Street (ID 44) BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 83 FINAL South 19th Avenue and Graf Street (ID 45)  Cottonwood Road and Durston Road (ID 50)  Cottonwood Road and Babcock Street (ID 54)  North 19th Avenue and Baxter Lane (ID 55)  North 7th Avenue and Oak Street (ID 57)  North 27th Avenue and Oak Street (ID 59)  South 19th Avenue and Kagy Boulevard (ID 62) Unsignalized (see Table 3.2 and Figure 3.3)  Ferguson Avenue and Babcock Street (ID 01)  Fowler Avenue and Babcock Street (ID 02)  South 19th Avenue and Goldenstein Lane (ID 07)  Manely Road and Griffin Drive (ID 09)  Story Mill Road and Bridger Drive (ID 11)  Willson Avenue and Peach Street (ID 12)  Haggerty Lane and Main Street (ID 18)  Willson Avenue and College Street (ID 19)  Highland Boulevard and Ellis Street (ID 20)  Sourdough Road and Kagy Boulevard (ID 21)  Highland Boulevard and Kagy Boulevard (ID 22)  South 11th Avenue and College Street (ID 24)  South 11th Avenue and Grant Street (ID 25)  South 11th Avenue and Lincoln Street (ID 26)  South 8th Avenue and College Street (ID 28)  South 7th Avenue and Grant Street (ID 29)  Valley Center Spur and Valley Center Road (ID 32)  Harper Puckett Road and Baxter Lane (ID 46)  Flanders Mill Road and Baxter Lane (ID 47)  Ferguson Avenue and Durston Road (ID 52)  Fowler Avenue and Durston Road (ID 53)  North 7th Avenue and Baxter Lane (ID 56) BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 84 FINAL Davis Street and Oak Street (ID 60) 5.3. SAFETY Identification of possible safety concerns can be approached in multiple ways. Firstly, overall crash density, as shown in Figures 4.2 and 4.3, can be used to identify possible locations with crash concerns. This approach, however, does not take the amount of traffic into account. Accordingly, the second method is to use the intersection crash severity rate as presented in Table 4.2. This method does not account for crashes that may be occurring away from intersections. This leads to the third approach, plotting the spatial extent of severe crashes as in Figure 4.11. A combination of these three methods can identify locations with possible safety concerns. 5.3.1. Crash Density In reference to Figures 4.2 and 4.3, the areas with high crash density (number of crashes occurring in a given area during the crash analysis period) tend to follow the major routes throughout the study area. Specific areas that have high crash densities are:  North 19th Avenue and Baxter Lane,  North 19th Avenue and Oak Street,  North 7th Avenue and Oak Street,  West of 15th Avenue and Main Street,  North 7th Avenue and Mendenhall,  3rd Avenue and Main Street, and  Willson Avenue and Babcock Street. Each of these locations has more than 35 crashes per 500 by 500-foot area during the crash analysis period. Additionally, each of these locations are along roads with high traffic volumes, therefore, more crashes are expected. 5.3.2. Intersection Crash Severity Rate The intersection crash severity rate, as presented in Section 4.1.5 accounts for the exposure or traffic volume at a given location. For example, an intersection with a high number of PDO crashes and a high traffic volume would have a low severity rate. Alternately, an intersection with a fatal crash and low traffic volume would have a high severity rate. Table 5.1 presents the intersections with crash severity rates greater than 1.00. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 85 FINALTable 5.1: High Crash Severity Locations ID Intersection Crash Rate Severity Index Severity Rate 01 Ferguson Avenue and Babcock 0.70 1.89 1.32 07 19th Avenue and Goldenstein Lane 0.58 2.44 1.41 11 Story Mill Road and Bridger Drive 0.37 3.20 1.20 12 Willson Avenue and Peach Street 0.72 1.91 1.38 15 Wilson Avenue and Babcock Street 0.74 1.76 1.30 31 Valley Center Spur and Frontage Road 1.16 2.68 3.11 36 19th Avenue and Tschache Way 0.51 1.96 1.00 55 19th Avenue and Baxter Lane 0.55 2.05 1.13 57 7th Avenue and Oak Street 0.68 1.67 1.14 5.3.3. Severe Crash Locations Plotting the location of severe crashes, those resulting in a fatal or incapacitating injury, may reveal locations with safety concerns. These locations may not be apparent though the previous two analysis techniques due to the location not being at an intersection or at a location with a high number of non-injury crashes. The following locations were identified based on the number of severe crashes occurring at the location:  Interstate 90 west of the East Main interchange,  Interstate 90 west of the Valley Center Spur overpass,  Intersection of Valley Center Spur and Frontage Road,  The chicane on Durston Road west of Laurel Parkway, and  Intersection of Cottonwood Road and Stucky Road. 5.3.4. Summary Each of the three previous methods identified locations and intersection with possible crash concerns. Some of the intersections were listed in two of the three lists, these include:  North 19th Avenue and Baxter Lane,  North 7th Avenue and Oak Street,  Willson Avenue and Babcock Street, and  Valley Center Spur and Frontage Road. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 86 FINALAdditionally, the severe crash clusters on Interstate 90 and at the chicane on Durston Road represent possible safety concerns. Both of the severe crash clusters on Interstate 90 are located at or near a bridge structure. The chicane on Durston Road is a sudden transition from a rural to an urban area with poor sightlines and complicated road geometry. 5.3.5. Pedestrians and Bicyclists Bicycle and pedestrian crash data are part of the same data set as the vehicular crash data. All pedestrian crashes have the reported crash type listed as pedestrian. Bicycle crashes, however, could be listed as right angle, sideswipe, etc. crashes. Pedestrian and bicycle crash data are typically underreported as many minor collisions that do not involve injury or significant property damage are unlikely to be reported to the police. Crash data were reviewed for the five year period between January 1st, 2010 to December 31st, 2014 and some interesting trends noted as follows (refer to Figure 4.12 for a complete summary):  There were 88 crashes involving bicyclists, and 47 crashes involving pedestrians, in the analysis period.  Of the 135 toatal bicycle and pedestrian crashes in the analysis period, 16 crashes (12%) resulted in incapacitating or fatal injuries.  78% of bicycle crashes, and 64% of pedestrian crashes, occurred at intersections or driveways.  23% of bicycle crashes occurred within a bicycle lane.  19% of pedestrian crashes involved impaired pedestrians. The vast majority of pedestrian and bicycle involved crashes occur at intersection or driveways; essentially, places where vehicle turning movements conflict. Most of these intersection are on Bozeman’s arterial and collector system. Many crashes are occurring due to impaired driving / impaired walking. The crash data indicate a focus on intersection safety may yield reductions in the number of future crashes. Additionally, as so few pedestrian and bicycle crashes occur on local streets, they may be another place to invest future improvements such as bicycle boulevards and arterial crossing improvements for pedestrians and bicyclists. 5.4. ALTERNATIVE TRANSPORTATION MODES 5.4.1. Pedestrian Bozeman City residents have a developed pedestrian system (see Figure 2.5 for Existing Pedestrian Conditions), but there are still opportunities present for advancement. Through the existing conditions analysis and public involvement the main themes of pedestrian problems are summarized below:  Lack of ADA compatible curb ramps throughout much of the city.  Old, deteriorating sections of sidewalk.  Lack of vegetation maintenance. BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 87 FINAL Snow removal in winter.  Longstanding gaps in the pedestrian network.  Short-term gaps in the pedestrian network in new development areas by piecemeal building.  Difficult crossing locations of major streets.  Large distances between legal crossings of major streets  Lack of full integration with transit – sidewalk connections, shelters. 5.4.2. Bicycle People that bicycle make up a diverse group with widely varying needs and preferences. A solution for some will still leave others unserved. For example, the construction of bike lanes will be a boon to confident cyclists and those that prefer direct routes with few interruptions, however less confident bicyclists will not feel comfortable next to vehicle traffic and will prefer a separated pathway or a parallel lower traffic route. Conversely, a shared-use path will encourage less confident cyclists and other recreational users, but if it is the sole bicycle facility confident cyclists will prefer to ride in the unimproved roadway, away from slow moving pedestrians and complicated crossings of roads and driveways. To meet the needs of all cyclists, a balanced approach to solving bicycle facility concerns is required. The City of Bozeman has seen a rapid increase in bicycle facilities in recent years (see Figure 2.4 for Existing Bicycle Conditions). Many of the east-west arterials to the north side of Main Street have had bicycle lanes installed including Durston Road, Oak Street, Babcock Street, Baxter Lane, Ferguson Ave and others. Shared use path corridors have also been developed and expanded including the North 19th Avenue corridor, the Highland Boulevard corridor, and along West College Street. Through the existing conditions analysis and public involvement the main themes of bicycle problems are summarized below:  Bike lanes not available on all arterial routes including: o North Rouse Avenue o Kagy Boulevard o Huffine / Main Street o North 7th Avenue o North and South 19th Avenue o Cottonwood Road o Davis Lane o Willson Avenue o College Street o South 8th Avenue BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 88 FINALo Valley Center Drive  Existing bike lane network has numerous gaps.  Many unimproved roadways have no shoulder.  Bike lanes and shoulders covered in debris.  Pavement quality including potholes and cracking on many bike routes.  Difficult crossings of major roadways at unsignalized intersections along high desire corridors including: o West Koch Street and South 19th Avenue o West Koch Street and South 11th Avenue o West Lamme Street and North 7th Avenue o West Lamme Street and North Rouse Avenue o West College Street and South Willson Avenue  Some bike lanes are not routinely plowed in winter.  Shortage or lack of bicycle parking at bicyclists’ destination.  Shortage or lack of bicycle parking at major transit stops.  Shortage or lack of wayfinding signage on bicycle routes to major destinations.  Shortage or lack of bicycle lanes to Downtown Bozeman (Main Street, Mendenhall Street and Babcock Street).  Shortage or lack of bicycle lanes to Montana State University.  Shortage or lack of dedicated bicycle facilities along high profile routes such as Bozeman-Belgrade, and Bozeman-Four Corners.  General perception of lack of safety for adults and children.  General perception of lack of adequate bicycle connections from new residential areas to commercial areas.  Need for better education for bicyclists and motorists. 5.4.3. Transit Streamline plans for increased ridership as more people use the service and as funding allows for the increase of services through increased daily hours and expanded weekend service. Streamline works very closely with a variety of partners to determine needs and changes. The following areas of concern have been identified through prior transit planning and public feedback associated with this citywide planning process. 5.4.3.1 Service Gaps  Higher service frequency  Unserved portions of Bozeman BOZEMANTMP TRANSPORTATION MASTER PLAN May 23, 2016 89 FINALo Northeast trailer parks o South of campus o Business park southwest of campus hosting RightNow Technologies, one of the largest employers o New growth areas in northwest  Underserved areas 5.4.3.2 Information Gaps  Lack of knowledge in the community regarding Streamline.  Difficulty among some potential users in understanding time tables and planning trips. 5.4.3.3 Resource Gaps  Lack of benches and bus shelters  Bus stop interaction with development  Bus stop placement  Bus stop elements BOZEMANTMP TRANSPORTATION MASTER PLAN Appendix A EXISTING INTERSECTION LEVEL OF SERVICE (LOS) Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 3/16/2016Report File: F:\...\Existing AM.pdf Scenario 1: Existing - AMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP B14.10.496NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 A7.80.308SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B11.90.299EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B13.50.226WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 F81.00.318EB LeftHCM 2010Two-way stop13 - Rouse Avenue / Peach Street13 B14.50.027NB ThruHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 C17.60.027NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B12.90.255EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 D28.30.386SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 B13.40.507WB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 C21.40.086WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 B12.20.435EB LeftHCM 2010Signalized06 - 19th Avenue / Stucky Road6 B13.00.348EB LeftHCM 2010Signalized05 - 19th Avenue / Garfield Street5 C25.80.367WB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 B15.40.443SB LeftHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 C20.50.186NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F50.60.297WB LeftHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C28.10.474EB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 C20.80.452EB ThruHCM 2010Signalized38 - 19th Avenue / Durston Road40 C27.60.512EB ThruHCM 2010Signalized37 - 19th Avenue / Oak Street39 C27.50.361WB LeftHCM 2010Signalized36 - 19th Avenue / Tschache Way38 B12.70.481NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 E41.50.183SEB LeftHCM 2010Two-way stop34 - 19th Avenue / I-90 EB Ramp36 C19.40.222SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 C18.80.326SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 C15.90.172NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 F87.20.038NB LeftHCM 2010Two-way stop30 - 7th Avenue / Kagy Boulevard32 A9.2WB LeftHCM 2010All-way stop29 - 7th Avenue / Grant Street31 B12.9WB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 C22.60.519WB ThruHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 B11.2EB RightHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 B10.6SB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 C15.3EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F72.70.036NB LeftHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F78.20.491NB LeftHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 E35.10.082WB ThruHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 E45.40.011WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F78.90.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with E46.60.701SB LeftHCM 2010Two-way stop60 - Davis Lane / Oak Street63 D25.90.112SB LeftHCM 2010Two-way stop59 - 27th Avenue / Oak Street62 B18.10.258WB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 C21.90.522WB ThruHCM 2010Signalized57 - 7th Avenue / Oak Street60 D25.40.636EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 C24.00.558WB LeftHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 C17.00.160WB LeftHCM 2010Two-way stop54 - Cottonwood Road / Babcock Street56 B14.60.023NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 C17.9EB ThruHCM 2010All-way stop52 - Ferguson Avenue / Durston Road54 D26.30.278SB LeftHCM 2010Two-way stop51 - Flanders Mill Road / Durston Road53 B19.40.526EB ThruHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B10.6SB LeftHCM 2010All-way stop49 - Laurel Parkway / Durston Road51 F54.6EB ThruHCM 2010All-way stop48 - Davis Lane / Baxter Lane50 B13.70.070NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 B11.00.101SB LeftHCM 2010Two-way stop46 - Harper Puckett Road / Baxter Lane48 C17.40.152EB LeftHCM 2010Two-way stop45 - 19th Avenue / Graf Street47 C20.50.431EB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 A9.60.305EB RightHCM 2010Signalized43 - 19th Avenue / Koch Street45 A0.00.000HCM 2010Signalized42 - 19th Avenue / Babcock Street44 B14.40.319SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 D44.60.523NB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C27.00.650SWB ThruHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 B14.80.471WB LeftHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B14.50.360EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 4 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.297Volume to Capacity (v/c): FLevel Of Service: 50.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 5050Pedestrian Volume [ped/h] 54433393881912516764921917Total Analysis Volume [veh/h] 131182322531291912554Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.79700.79700.79700.79700.79700.79700.79700.79700.79700.79700.79700.7970Peak Hour Factor 43342677731610428634118214Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 7.000.000.000.000.000.000.000.900.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 43342677731610428634118214Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 9.82d_I, Intersection Delay [s/veh] DEAAApproach LOS 26.1439.131.000.51d_A, Approach Delay [s/veh] 25.2625.2628.40113.29113.29113.2963.6263.6263.6227.6527.6527.6595th-Percentile Queue Length [ft] 1.011.011.144.534.534.532.542.542.541.111.111.1195th-Percentile Queue Length [veh] BCFDEEAAAAAAMovement LOS 12.9823.9250.5633.4243.0149.130.000.007.950.000.008.49d_M, Delay for Movement [s/veh] 0.070.190.300.170.390.120.000.010.060.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.186Volume to Capacity (v/c): CLevel Of Service: 20.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 009Pedestrian Volume [ped/h] 1701351922758456Total Analysis Volume [veh/h] 423448692114Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.89400.89400.89400.89400.89400.8940Peak Hour Factor 1581261792567550Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.600.800.000.400.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1581261792567550Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 3.85d_I, Intersection Delay [s/veh] AACApproach LOS 3.890.0016.62d_A, Approach Delay [s/veh] 0.0010.640.000.0032.8832.8895th-Percentile Queue Length [ft] 0.000.430.000.001.321.3295th-Percentile Queue Length [veh] AAAABCMovement LOS 0.008.800.000.0014.0020.54d_M, Delay for Movement [s/veh] 0.000.120.000.000.130.19V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.443Volume to Capacity (v/c): BLevel Of Service: 15.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 131559924215214330Total Analysis Volume [veh/h] 33140231545482Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.90500.90500.90500.90500.90500.9050Peak Hour Factor 122522862201202311Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.802.501.901.504.500.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122522862201202311Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 065650030Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 060600015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 37.6183.83158.18112.93205.83330.8395th-Percentile Queue Length [ft] 1.503.356.334.528.2313.2395th-Percentile Queue Length [veh] 20.8946.5787.8862.74117.10211.5650th-Percentile Queue Length [ft] 0.841.863.522.514.688.4650th-Percentile Queue Length [veh] NoNoYesNoNoYesCritical Lane Group AAABDDLane Group LOS 5.335.796.7912.0836.8447.72d, Delay for Lane Group [s/veh] 0.120.230.380.370.660.88X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.220.220.451.782.3311.34d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.20k, delay calibration 5.105.576.3410.3034.5136.38d1, Uniform Delay [s] 109924212435584323377c, Capacity [veh/h] 16023529355085115451804s, saturation flow rate [veh/h] 0.080.160.260.250.140.18(v / s)_i Volume / Saturation Flow Rate 0.690.690.690.690.210.21g / C, Green / Cycle 656565652020g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.79 5.79 5.3347.72d_M, Delay for Movement [s/veh]12.0836.84 AA ADMovement LOS BD 5.707.79d_A, Approach Delay [s/veh]43.44 AAApproach LOS D 15.36d_I, Intersection Delay [s/veh] BIntersection LOS 0.443Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 12 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.367Volume to Capacity (v/c): CLevel Of Service: 25.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 274717344733213922997849168Total Analysis Volume [veh/h] 7118286183510572421242Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.86500.86500.86500.86500.86500.86500.86500.86500.86500.86500.86500.8650Peak Hour Factor 244206307654193419884742145Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 4.203.100.001.302.700.000.000.500.000.000.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 244206307654193419884742145Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0530053003700370Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0150015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 202.29204.436.76293.86297.2118.4744.0945.2738.662.5015.4979.8195th-Percentile Queue Length [ft] 8.098.180.2711.7511.890.741.761.811.550.100.623.1995th-Percentile Queue Length [veh] 114.54116.083.75182.95185.5210.2624.5025.1521.481.398.6144.3450th-Percentile Queue Length [ft] 4.584.640.157.327.420.410.981.010.860.060.341.7750th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoNoNoYesCritical Lane Group CCDDCCAAAAABLane Group LOS 29.2829.2339.4435.3732.5433.956.976.958.876.316.5011.22d, Delay for Lane Group [s/veh] 0.520.520.050.820.790.100.120.110.110.010.040.24X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.890.870.174.131.600.200.210.200.260.010.060.81d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 28.3928.3739.2731.2530.9433.756.766.758.626.306.4310.41d1, Uniform Delay [s] 4744831324189232121126118587610121191700c, Capacity [veh/h] 1808184373515943522914179718911378161519001113s, saturation flow rate [veh/h] 0.140.140.010.220.210.020.070.070.070.000.030.15(v / s)_i Volume / Saturation Flow Rate 0.260.260.260.260.260.260.630.630.630.630.630.63g / C, Green / Cycle 232323232323575757575757g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 32.54 35.3733.95 39.44 29.2829.256.9711.22 6.50d_M, Delay for Movement [s/veh]6.966.31 8.87 C DC CDCAAMovement LOS B AAA 33.46 29.40d_A, Approach Delay [s/veh]7.4710.02 C CApproach LOS B A 25.79d_I, Intersection Delay [s/veh] CIntersection LOS 0.367Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.348Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1511Bicycle Volume [bicycles/h] 0041Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 351496162836587854910662267Total Analysis Volume [veh/h] 932154791419612216667Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 31128542253253720459607245Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.600.000.000.000.800.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31128542253253720459607245Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0350723500722406113Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0450904500903009030Maximum Green [s] 0300453000451004510Minimum Green [s] --------Lead--LeadLead / Lag 6,8Auxiliary Signal Groups 040680061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 18 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 50.899.51114.8828.5939.53274.26279.0919.07211.39212.19136.8195th-Percentile Queue Length [ft] 2.040.384.601.141.5810.9711.160.768.468.495.4795th-Percentile Queue Length [veh] 28.275.2963.8215.8821.96167.98171.6510.59121.14121.7276.0150th-Percentile Queue Length [ft] 1.130.212.550.640.886.726.870.424.854.873.0450th-Percentile Queue Length [veh] NoNoYesNoNoNoNoNoNoNoYesCritical Lane Group CDACDBBABBBLane Group LOS 34.9036.573.3334.3138.5216.3416.297.5214.0514.0412.54d, Delay for Lane Group [s/veh] 0.120.020.460.060.100.410.410.080.310.310.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.120.031.120.050.131.201.160.060.760.763.03d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.110.500.500.50k, delay calibration 34.7736.542.2134.2538.3915.1415.137.4613.2813.289.51d1, Uniform Delay [s] 41637213464753491024105261210721078551c, Capacity [veh/h] 166514031583190013731834188589618681879821s, saturation flow rate [veh/h] 0.030.010.390.010.030.230.230.050.180.180.33(v / s)_i Volume / Saturation Flow Rate 0.250.250.850.250.250.560.560.670.570.570.67g / C, Green / Cycle 30301023030676780696980g_i, Effective Green Time [s] 3.003.000.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 34.31 3.3338.52 36.57 34.9034.9016.3412.54 14.04d_M, Delay for Movement [s/veh]16.3114.05 7.52 C AD CDCBBMovement LOS B BBA 6.47 35.16d_A, Approach Delay [s/veh]15.8313.61 A DApproach LOS B B 12.98d_I, Intersection Delay [s/veh] BIntersection LOS 0.348Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.435Volume to Capacity (v/c): BLevel Of Service: 12.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 4634722317546069Total Analysis Volume [veh/h] 1187564411517Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.85701.00001.00001.00001.00000.8570Peak Hour Factor 4136123218247962Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.400.000.003.800.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4136123218247962Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 038022220Split [s] 0.02.00.02.02.00.0All red [s] 0.03.00.03.03.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissiveProtectedPermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 21.85207.5250.4536.97117.9820.1695th-Percentile Queue Length [ft] 0.878.302.021.484.720.8195th-Percentile Queue Length [veh] 12.14118.3328.0320.5465.5511.2050th-Percentile Queue Length [ft] 0.494.731.120.822.620.4550th-Percentile Queue Length [veh] NoYesNoNoYesNoCritical Lane Group BCAAAALane Group LOS 18.3125.866.125.627.428.18d, Delay for Lane Group [s/veh] 0.120.820.230.160.410.10X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.154.040.550.311.080.26d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 18.1621.825.575.316.347.92d1, Uniform Delay [s] 36842296910981135726c, Capacity [veh/h] 157718101615183018921209s, saturation flow rate [veh/h] 0.030.190.140.100.240.06(v / s)_i Volume / Saturation Flow Rate 0.230.230.600.600.600.60g / C, Green / Cycle 141436363636g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.12 25.86 18.318.18d_M, Delay for Movement [s/veh]5.627.42 CA BAMovement LOS AA 24.975.90d_A, Approach Delay [s/veh]7.52 CAApproach LOS A 12.23d_I, Intersection Delay [s/veh] BIntersection LOS 0.435Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.086Volume to Capacity (v/c): CLevel Of Service: 21.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 2212710812486397Total Analysis Volume [veh/h] 55727312299Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.81100.81100.81100.81100.81100.8110Peak Hour Factor 179229110573335Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.600.000.002.900.000.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 179229110573335Base Volume Input [veh/h] Name volumes 25 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.36d_I, Intersection Delay [s/veh] CAAApproach LOS 16.414.700.00d_A, Approach Delay [s/veh] 56.2356.2320.4820.480.000.0095th-Percentile Queue Length [ft] 2.252.250.820.820.000.0095th-Percentile Queue Length [veh] CCAAAAMovement LOS 15.8021.430.008.780.000.00d_M, Delay for Movement [s/veh] 0.360.090.000.120.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.507Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0010Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 71527030159731414441524811Total Analysis Volume [veh/h] 1816774227936104623Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81200.81200.81200.81200.81200.81200.81200.81200.81200.81200.81200.8120Peak Hour Factor 6042282412762661223512109Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 6.700.0016.7012.008.3014.3016.704.909.002.806.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6042282412762661223512109Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0250025003500350Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 183.6021.21107.8364.09162.7482.4895th-Percentile Queue Length [ft] 7.340.854.312.566.513.3095th-Percentile Queue Length [veh] 102.0011.7859.9135.6190.4145.8250th-Percentile Queue Length [ft] 4.080.472.401.423.621.8350th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group BBBBBALane Group LOS 19.5913.9010.1914.5512.699.45d, Delay for Lane Group [s/veh] 0.600.090.360.280.530.27X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.920.061.091.302.520.71d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.210.110.500.500.500.50k, delay calibration 17.6713.839.0913.2510.168.74d1, Uniform Delay [s] 581600904523787949c, Capacity [veh/h] 142515931804105515711771s, saturation flow rate [veh/h] 0.240.030.180.140.260.15(v / s)_i Volume / Saturation Flow Rate 0.330.330.500.500.500.50g / C, Green / Cycle 202030303030g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 13.90 13.9013.90 19.59 19.5919.5910.199.45 9.45d_M, Delay for Movement [s/veh]10.1912.69 14.55 B BB BBBBAMovement LOS A BBB 13.90 19.59d_A, Approach Delay [s/veh]11.5411.44 B BApproach LOS B B 13.39d_I, Intersection Delay [s/veh] BIntersection LOS 0.507Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.386Volume to Capacity (v/c): DLevel Of Service: 28.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 532573661425296Total Analysis Volume [veh/h] 136491361324Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.82900.82900.82900.82900.82900.8290Peak Hour Factor 462223161234583Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.208.604.101.6011.106.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 462223161234583Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.58d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.3021.99d_A, Approach Delay [s/veh] 0.000.0050.0850.085.7043.3095th-Percentile Queue Length [ft] 0.000.002.002.000.231.7395th-Percentile Queue Length [veh] AAAABDMovement LOS 0.000.000.008.2410.2828.34d_M, Delay for Movement [s/veh] 0.000.000.000.110.070.39V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.255Volume to Capacity (v/c): BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 175111206151591391755122Total Analysis Volume [veh/h] 021285201403544131Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95900.95900.95900.95900.95900.95900.95900.95900.95900.95900.95900.9590Peak Hour Factor 175111206151591391755122Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.0028.600.005.402.90100.000.004.407.909.700.009.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 175111206151591391755122Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 035004200551355350Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 060006000602560600Maximum Green [s] 030003000301030300Minimum Green [s] --------Lead---Lead / Lag 6,8Auxiliary Signal Groups 020040083860Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 8.2968.09130.980.6971.1160.840.7092.7795th-Percentile Queue Length [ft] 0.332.725.240.032.842.430.033.7195th-Percentile Queue Length [veh] 4.6137.8372.760.3839.5133.800.3951.5450th-Percentile Queue Length [ft] 0.181.512.910.021.581.350.022.0650th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CBBBBBACLane Group LOS 20.3717.2718.2719.6110.1210.510.2023.41d, Delay for Lane Group [s/veh] 0.030.180.270.000.160.190.130.25X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.030.600.870.020.350.530.040.25d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.440.110.11k, delay calibration 20.3416.6717.4019.599.779.980.1623.16d1, Uniform Delay [s] 41963476429110067171390515c, Capacity [veh/h] 1090153218466211810123014721311s, saturation flow rate [veh/h] 0.010.070.110.000.090.110.120.10(v / s)_i Volume / Saturation Flow Rate 0.330.410.410.410.560.560.940.33g / C, Green / Cycle 3037373750508530g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.000.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 18.27 17.2719.61 20.37 20.3720.3710.1223.41 23.41d_M, Delay for Movement [s/veh]10.120.20 10.51 B BB CCCBCMovement LOS C BAB 17.93 20.37d_A, Approach Delay [s/veh]10.309.96 B CApproach LOS A B 12.92d_I, Intersection Delay [s/veh] BIntersection LOS 0.255Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.027Volume to Capacity (v/c): CLevel Of Service: 17.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0200Pedestrian Volume [ped/h] 31884541326710245415168Total Analysis Volume [veh/h] 147111331725111442Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.87800.87800.87800.87800.87800.87800.87800.87800.87800.87800.87800.8780Peak Hour Factor 3172414121619341414157Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.600.0025.007.408.204.300.0025.000.006.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3172414121619341414157Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.23d_I, Intersection Delay [s/veh] AABBApproach LOS 1.442.5812.6313.35d_A, Approach Delay [s/veh] 14.4014.4014.4013.2713.2713.2723.6623.6623.666.756.756.7595th-Percentile Queue Length [ft] 0.580.580.580.530.530.530.950.950.950.270.270.2795th-Percentile Queue Length [veh] AAAAAABCCABCMovement LOS 0.000.007.540.000.007.8111.1215.6916.859.6014.7217.64d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.050.120.110.010.020.040.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.027Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 0243Pedestrian Volume [ped/h] 016322832730242161252Total Analysis Volume [veh/h] 0416216801114313Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.81700.81700.81700.81700.81700.81700.81700.81700.81700.81700.81700.8170Peak Hour Factor 013919712320232141044Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.004.300.002.801.300.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 013919712320232141044Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 2.20d_I, Intersection Delay [s/veh] AABBApproach LOS 0.960.0012.5113.86d_A, Approach Delay [s/veh] 13.5113.5113.510.000.000.001.251.251.2514.6114.6114.6195th-Percentile Queue Length [ft] 0.540.540.540.000.000.000.050.050.050.580.580.5895th-Percentile Queue Length [veh] AAAAAAABBBBBMovement LOS 0.000.008.040.000.007.549.2413.6413.5211.4214.5314.46d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.000.010.000.020.030.12V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.318Volume to Capacity (v/c): FLevel Of Service: 81.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 1275357854307243973934858Total Analysis Volume [veh/h] 3213120148181101828715Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92100.92100.92100.92100.92100.92100.92100.92100.92100.92100.92100.9210Peak Hour Factor 1225157552296942170933456Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.800.000.001.305.800.001.400.701.400.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1225157552296942170933456Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 11.63d_I, Intersection Delay [s/veh] DFAAApproach LOS 26.5859.531.021.20d_A, Approach Delay [s/veh] 74.5374.5374.53128.47128.47128.4768.1468.1468.1446.8346.8346.8395th-Percentile Queue Length [ft] 2.982.982.985.145.145.142.732.732.731.871.871.8795th-Percentile Queue Length [veh] CEFEFFAAAAAAMovement LOS 21.4036.7050.8448.9162.9281.020.000.008.180.000.008.58d_M, Delay for Movement [s/veh] 0.180.300.050.130.300.320.000.000.060.000.000.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 42 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.226Volume to Capacity (v/c): BLevel Of Service: 13.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 9977Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1825577000111040011557Total Analysis Volume [veh/h] 56419000326002914Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.89500.89500.89501.00001.00001.00000.89500.89501.00001.00000.89500.8950Peak Hour Factor 172387200010970010753Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 5.900.500.002.002.002.000.004.102.002.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 172387200010970010753Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 43 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 032000002800280Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 44 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 84.7592.6425.8440.0995th-Percentile Queue Length [ft] 3.393.711.031.6095th-Percentile Queue Length [veh] 47.0851.4714.3622.2750th-Percentile Queue Length [ft] 1.882.060.570.8950th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group BBAALane Group LOS 19.6219.555.946.29d, Delay for Lane Group [s/veh] 0.440.440.120.18X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 0.780.710.270.43d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 18.8418.845.675.86d1, Uniform Delay [s] 383421938940c, Capacity [veh/h] 1517166616151481s, saturation flow rate [veh/h] 0.110.110.070.12(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.58g / C, Green / Cycle 15153535g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 45 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 19.55 19.6219.595.946.29 6.29d_M, Delay for Movement [s/veh]5.940.00 0.00 BBBAAMovement LOS A A 0.00 19.58d_A, Approach Delay [s/veh]5.946.29 A BApproach LOS A A 13.53d_I, Intersection Delay [s/veh] BIntersection LOS 0.226Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 46 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.299Volume to Capacity (v/c): BLevel Of Service: 11.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 7184Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00054360180250232322450Total Analysis Volume [veh/h] 00014905062658610Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.89900.89900.89901.00000.89900.89900.89900.89901.0000Peak Hour Factor 00051337170234222172290Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.000.000.600.002.002.109.100.501.302.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00051337170234222172290Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 47 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 48 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 107.19120.0861.777.3759.4260.1595th-Percentile Queue Length [ft] 4.294.802.470.292.382.4195th-Percentile Queue Length [veh] 59.5566.7134.324.0933.0133.4250th-Percentile Queue Length [ft] 2.382.671.370.161.321.3450th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group CCAAAALane Group LOS 20.6520.416.859.007.126.79d, Delay for Lane Group [s/veh] 0.540.540.260.040.280.25X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.241.040.640.140.820.61d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 19.4119.376.218.866.306.18d1, Uniform Delay [s] 373428972560836980c, Capacity [veh/h] 14741693167595014411688s, saturation flow rate [veh/h] 0.140.140.150.020.160.15(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 49 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.51 20.6520.41 0.00 0.000.000.000.00 6.79d_M, Delay for Movement [s/veh]6.857.12 9.00 C CCAMovement LOS AAA 20.52 0.00d_A, Approach Delay [s/veh]7.036.95 C AApproach LOS A A 11.93d_I, Intersection Delay [s/veh] BIntersection LOS 0.299Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 50 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.308Volume to Capacity (v/c): ALevel Of Service: 7.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 054Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1255725554525101Total Analysis Volume [veh/h] 3114313911625Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.88800.88800.88800.88800.88800.8880Peak Hour Factor 114524508412393Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 4.402.100.003.608.604.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 114524508412393Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 51 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 039390021Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 030300015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissiveProtectedControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 52 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 84.7782.3771.7767.0365.7395th-Percentile Queue Length [ft] 3.393.292.872.682.6395th-Percentile Queue Length [veh] 47.0945.7639.8737.2436.5150th-Percentile Queue Length [ft] 1.881.831.591.491.4650th-Percentile Queue Length [veh] YesNoNoNoYesCritical Lane Group AAAACLane Group LOS 6.896.646.546.2920.60d, Delay for Lane Group [s/veh] 0.360.340.320.300.39X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 1.060.910.890.810.75d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.11k, delay calibration 5.835.735.655.4919.85d1, Uniform Delay [s] 9611023951969326c, Capacity [veh/h] 15731675155614721465s, saturation flow rate [veh/h] 0.220.210.200.200.09(v / s)_i Volume / Saturation Flow Rate 0.610.610.610.610.22g / C, Green / Cycle 3737373713g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 53 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.43 6.74 6.8920.60d_M, Delay for Movement [s/veh]6.2920.60 AA ACMovement LOS AC 6.776.42d_A, Approach Delay [s/veh]20.60 AAApproach LOS C 7.85d_I, Intersection Delay [s/veh] AIntersection LOS 0.308Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 54 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.496Volume to Capacity (v/c): BLevel Of Service: 14.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardHighland BoulevardName Intersection Setup 0001Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 323351005664630001561209Total Analysis Volume [veh/h] 81880014111600039052Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.79400.79400.79400.79400.79400.79400.79400.79400.79400.79400.79400.7940Peak Hour Factor 264287004633790001291173Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.103.102.002.002.801.902.002.002.003.902.001.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 264287004633790001291173Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardHighland BoulevardName volumes 55 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03500501502000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040080Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 56 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 155.14164.400.0065.6765.67139.200.00113.71168.8595th-Percentile Queue Length [ft] 6.216.580.002.632.635.570.004.556.7595th-Percentile Queue Length [veh] 86.1991.330.0036.4836.4877.330.0063.1793.8050th-Percentile Queue Length [ft] 3.453.650.001.461.463.090.002.533.7550th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group BBAAABACCLane Group LOS 14.9314.510.005.665.6610.420.0027.5432.67d, Delay for Lane Group [s/veh] 0.480.440.000.240.240.660.000.450.56X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.540.390.000.110.112.160.004.115.88d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.220.500.500.50k, delay calibration 14.4014.120.005.565.568.250.0023.4326.79d1, Uniform Delay [s] 67179038511701170704468350375c, Capacity [veh/h] 15661843842184818481044186315641414s, saturation flow rate [veh/h] 0.210.190.000.150.150.440.000.100.15(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.630.630.630.220.220.22g / C, Green / Cycle 303030444444161616g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 57 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 5.66 5.6610.42 0.00 14.9314.510.0032.67 27.54d_M, Delay for Movement [s/veh]0.0027.54 0.00 A AB BABACMovement LOS C ACA 7.80 14.71d_A, Approach Delay [s/veh]0.0030.47 A BApproach LOS C A 14.06d_I, Intersection Delay [s/veh] BIntersection LOS 0.496Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 58 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 78.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 1054183397411600161077Total Analysis Volume [veh/h] 26105112432900015019Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.7700Peak Hour Factor 83332227739200149062Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.603.300.000.002.503.300.000.000.002.000.001.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 83332227739200149062Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 59 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 4.84d_I, Intersection Delay [s/veh] AAEFApproach LOS 0.060.9549.6253.51d_A, Approach Delay [s/veh] 0.0021.2242.430.000.009.480.930.930.93104.69104.69104.6995th-Percentile Queue Length [ft] 0.000.851.700.000.000.380.040.040.044.194.194.1995th-Percentile Queue Length [veh] AABAAABFEEFFMovement LOS 0.000.0010.060.000.008.9412.3351.8349.6240.6978.8763.67d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.110.000.000.010.080.000.60V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 60 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.011Volume to Capacity (v/c): ELevel Of Service: 45.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 3045Pedestrian Volume [ped/h] 21517311593342155520175Total Analysis Volume [veh/h] 5101800158351413044Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 18416611533021950471158Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.001.005.302.001.301.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18416611533021950471158Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 61 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 2.44d_I, Intersection Delay [s/veh] CBAAApproach LOS 18.7311.920.442.01d_A, Approach Delay [s/veh] 7.657.657.6510.7510.7510.7553.5553.5553.55122.65122.65122.6595th-Percentile Queue Length [ft] 0.310.310.310.430.430.432.142.142.144.914.914.9195th-Percentile Queue Length [veh] BEEBEEAAAAAAMovement LOS 13.0537.2645.3911.1836.7741.400.000.008.770.000.008.62d_M, Delay for Movement [s/veh] 0.040.040.010.110.010.010.000.000.020.000.010.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 62 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.082Volume to Capacity (v/c): ELevel Of Service: 35.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 0103Pedestrian Volume [ped/h] 451337532432537993623206Total Analysis Volume [veh/h] 113911681952315802Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.76000.76000.76000.76000.76000.76000.76000.76000.76000.76000.76000.7600Peak Hour Factor 341028421825730074492535Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.900.000.0025.000.000.001.202.601.400.002.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 341028421825730074492535Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 63 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 3.25d_I, Intersection Delay [s/veh] DDAAApproach LOS 26.0030.340.970.14d_A, Approach Delay [s/veh] 39.0739.0739.0716.3316.3316.330.000.006.410.000.000.5095th-Percentile Queue Length [ft] 1.561.561.560.650.650.650.000.000.260.000.000.0295th-Percentile Queue Length [veh] CEDCDDAAAAAAMovement LOS 17.6235.1532.9816.9128.6133.360.000.008.310.000.009.02d_M, Delay for Movement [s/veh] 0.070.080.210.010.020.160.000.000.080.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.491Volume to Capacity (v/c): FLevel Of Service: 78.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 5000Pedestrian Volume [ped/h] 3223522604283334039854572Total Analysis Volume [veh/h] 8615151788510211118Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 3021520560263131536794267Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.300.000.000.000.700.000.000.600.001.300.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3021520560263131536794267Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 65 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 11.92d_I, Intersection Delay [s/veh] CAAFApproach LOS 22.770.350.8468.78d_A, Approach Delay [s/veh] 21.5321.5321.530.000.001.800.000.003.18167.65167.65167.6595th-Percentile Queue Length [ft] 0.860.860.860.000.000.070.000.000.136.716.716.7195th-Percentile Queue Length [veh] CDEAAAAAAFFFMovement LOS 16.4827.7540.050.000.008.080.000.008.9258.9272.2878.23d_M, Delay for Movement [s/veh] 0.070.120.040.000.010.020.000.000.040.120.230.49V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 66 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.036Volume to Capacity (v/c): FLevel Of Service: 72.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0010Pedestrian Volume [ped/h] 23300117935536808022Total Analysis Volume [veh/h] 6750020899202011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.86300.86300.86300.86300.86300.86300.86300.86300.86300.86300.86300.8630Peak Hour Factor 21270117131933107022Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.000.000.000.300.600.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21270117131933107022Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 67 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 8.59d_I, Intersection Delay [s/veh] AACFApproach LOS 0.027.3816.9052.07d_A, Approach Delay [s/veh] 20.0320.0320.030.000.0029.6386.7986.7986.793.863.863.8695th-Percentile Queue Length [ft] 0.800.800.800.000.001.193.473.473.470.150.150.1595th-Percentile Queue Length [veh] AAAAAACEEBDFMovement LOS 0.000.007.350.000.009.0416.4835.2836.1610.9831.4172.73d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.290.500.000.050.000.010.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 68 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 15.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 300Pedestrian Volume [ped/h] 54212625126011Total Analysis Volume [veh/h] 11056513653Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.62700.62700.62700.62700.62700.6270Peak Hour Factor 3275171331637Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.002.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3275171331637Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 69 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 15.33Intersection Delay [s/veh] CBBApproach LOS 19.2811.6613.35Approach Delay [s/veh] 126.8549.387.2755.9895th-Percentile Queue Length [ft] 5.071.980.292.2495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 70 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 65106130154Pedestrian Volume [ped/h] 524765256414511431031261327Total Analysis Volume [veh/h] 131216616313362631332Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.73300.73300.73300.73300.73300.73300.73300.73300.73300.73300.73300.7330Peak Hour Factor 4036501847103910979961015Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.802.000.002.100.000.000.000.001.003.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4036501847103910979961015Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 71 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.64Intersection Delay [s/veh] BABBApproach LOS 10.169.5311.4310.47Approach Delay [s/veh] 24.1213.9150.5140.3095th-Percentile Queue Length [ft] 0.960.562.021.6195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 110483635Pedestrian Volume [ped/h] 9101624745873215342814937Total Analysis Volume [veh/h] 22462112283817379Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.8100Peak Hour Factor 781320838732712932412631Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.500.001.4011.100.800.000.000.803.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 781320838732712932412631Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 73 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 11.16Intersection Delay [s/veh] ABBBApproach LOS 8.8112.2310.2510.48Approach Delay [s/veh] 4.2369.553.7425.5428.885.2695th-Percentile Queue Length [ft] 0.172.780.151.021.160.2195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.519Volume to Capacity (v/c): CLevel Of Service: 22.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 492310Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 123610208861916850656295112Total Analysis Volume [veh/h] 31153522155421216152133Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.80700.80700.80700.80700.80700.80700.80700.80700.80700.80700.80700.8070Peak Hour Factor 103513177452014142555274110Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.600.000.001.002.104.801.807.700.002.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103513177452014142555274110Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 75 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 04700601302000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 01500151001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 76 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 524.6614.59298.5265.5878.7847.1539.179.0195th-Percentile Queue Length [ft] 20.990.5811.942.623.151.891.570.3695th-Percentile Queue Length [veh] 367.478.11186.5336.4443.7726.2021.765.0050th-Percentile Queue Length [ft] 14.700.327.461.461.751.050.870.2050th-Percentile Queue Length [veh] YesNoNoYesYesNoNoNoCritical Lane Group CCBBCCCCLane Group LOS 34.1227.5711.8415.8522.9526.6821.5226.41d, Delay for Lane Group [s/veh] 0.930.090.650.370.240.170.120.04X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.340.160.822.301.141.070.470.20d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.270.110.130.500.500.500.500.50k, delay calibration 21.7927.4011.0213.5521.8125.6121.0526.21d1, Uniform Delay [s] 7852281082454488355510338c, Capacity [veh/h] 183475318419611700120317791275s, saturation flow rate [veh/h] 0.400.030.380.170.070.050.030.01(v / s)_i Volume / Saturation Flow Rate 0.430.430.590.590.290.290.290.29g / C, Green / Cycle 3434474723232323g_i, Effective Green Time [s] 3.003.003.000.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 77 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 11.84 11.8415.85 27.57 34.1234.1222.9526.41 21.52d_M, Delay for Movement [s/veh]22.9521.52 26.68 B BB CCCCCMovement LOS C CCC 12.61 33.95d_A, Approach Delay [s/veh]24.2622.33 B CApproach LOS C C 22.64d_I, Intersection Delay [s/veh] CIntersection LOS 0.519Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 78 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 2021115Pedestrian Volume [ped/h] 6129759014469531242724180Total Analysis Volume [veh/h] 157412336171331711020Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81800.81800.81800.81800.81800.81800.81800.81800.81800.81800.81800.8180Peak Hour Factor 5225347712359451062323568Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.001.300.001.700.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5225347712359451062323568Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 79 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 12.85Intersection Delay [s/veh] BBBBApproach LOS 14.2612.7411.6610.94Approach Delay [s/veh] 79.9558.9535.9320.0895th-Percentile Queue Length [ft] 3.202.361.440.8095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 80 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with ALevel Of Service: 9.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 16010012Pedestrian Volume [ped/h] 1041491161124978Total Analysis Volume [veh/h] 263729281220Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.72300.72300.72300.72300.72300.7230Peak Hour Factor 7811287843759Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.300.001.101.202.703.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7811287843759Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 81 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with AIntersection LOS 9.24Intersection Delay [s/veh] AAAApproach LOS 9.808.798.95Approach Delay [s/veh] 35.1627.1615.6395th-Percentile Queue Length [ft] 1.411.090.6395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.038Volume to Capacity (v/c): FLevel Of Service: 87.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 02964Pedestrian Volume [ped/h] 122700322144114042812142Total Analysis Volume [veh/h] 3117585110351020131Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.8730Peak Hour Factor 111637291940112738712122Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.800.400.005.301.701.605.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111637291940112738712122Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 83 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 2.69d_I, Intersection Delay [s/veh] AACFApproach LOS 0.312.4323.5265.12d_A, Approach Delay [s/veh] 204.48204.48204.48177.00177.00177.009.549.639.6320.4820.4820.4895th-Percentile Queue Length [ft] 8.188.188.187.087.087.080.380.390.390.820.820.8295th-Percentile Queue Length [veh] AAAAABCFFCFFMovement LOS 0.000.008.370.000.0010.4516.0057.0770.9224.5167.7687.24d_M, Delay for Movement [s/veh] 0.000.010.030.000.000.170.110.100.020.000.190.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 84 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.172Volume to Capacity (v/c): CLevel Of Service: 15.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 133305857912479Total Analysis Volume [veh/h] 337621203120Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.81300.81300.81300.81300.81300.8130Peak Hour Factor 103236666110164Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 4.905.906.104.902.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103236666110164Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 85 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.40d_I, Intersection Delay [s/veh] AABApproach LOS 0.004.1014.12d_A, Approach Delay [s/veh] 0.000.000.005.7637.5637.5695th-Percentile Queue Length [ft] 0.000.000.000.231.501.5095th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.5012.9815.91d_M, Delay for Movement [s/veh] 0.000.000.000.070.170.17V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 86 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.326Volume to Capacity (v/c): CLevel Of Service: 18.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 768827413175126Total Analysis Volume [veh/h] 192269331932Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.83100.83100.83100.83100.83100.8310Peak Hour Factor 607021710462105Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.7015.804.101.004.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 607021710462105Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 87 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.30d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.5215.23d_A, Approach Delay [s/veh] 0.000.000.007.606.6634.8395th-Percentile Queue Length [ft] 0.000.000.000.300.271.3995th-Percentile Queue Length [veh] AAAAACMovement LOS 0.000.000.007.799.2818.77d_M, Delay for Movement [s/veh] 0.000.000.000.090.080.33V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 88 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.222Volume to Capacity (v/c): CLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6559162033471Total Analysis Volume [veh/h] 1642451818Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.74500.74500.74500.74500.74500.7450Peak Hour Factor 4486111392553Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.900.000.001.404.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4486111392553Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 89 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 1.90d_I, Intersection Delay [s/veh] AACApproach LOS 0.100.0017.19d_A, Approach Delay [s/veh] 0.000.500.000.0026.0126.0195th-Percentile Queue Length [ft] 0.000.020.000.001.041.0495th-Percentile Queue Length [veh] AAAABCMovement LOS 0.007.660.000.0012.5119.44d_M, Delay for Movement [s/veh] 0.010.010.000.000.040.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.183Volume to Capacity (v/c): ELevel Of Service: 41.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 37402200005451282483820Total Analysis Volume [veh/h] 940600001363262950Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.80701.00000.80701.00001.00001.00001.00000.80700.80700.80700.80701.0000Peak Hour Factor 30201800004401032003080Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 4.902.005.602.002.002.002.002.202.9012.006.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 30201800004401032003080Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 91 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 7.00d_I, Intersection Delay [s/veh] DAAAApproach LOS 26.990.001.790.00d_A, Approach Delay [s/veh] 138.230.0015.950.000.000.000.000.0011.650.000.000.0095th-Percentile Queue Length [ft] 5.530.000.640.000.000.000.000.000.470.000.000.0095th-Percentile Queue Length [veh] DEAAAAMovement LOS 26.140.0041.480.000.000.000.000.009.390.000.000.00d_M, Delay for Movement [s/veh] 0.700.000.180.000.000.000.000.010.140.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 92 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.481Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0002401021558700214201Total Analysis Volume [veh/h] 00060254147005350Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.79501.00000.79500.79500.79501.00001.00000.79500.7950Peak Hour Factor 000190811246700170160Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.005.302.0013.500.001.302.002.002.4010.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000190811246700170160Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 93 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000022035004813Split [s] 0.00.00.00.00.02.00.02.00.00.02.00.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 94 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 17.7698.11232.6820.7226.0195th-Percentile Queue Length [ft] 0.713.929.310.831.0495th-Percentile Queue Length [veh] 9.8754.50136.7811.5114.4550th-Percentile Queue Length [ft] 0.392.185.470.460.5850th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group CDBAALane Group LOS 30.9048.0011.822.316.39d, Delay for Lane Group [s/veh] 0.210.860.610.170.32X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.9116.282.730.281.35d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.50k, delay calibration 29.9931.729.092.045.04d1, Uniform Delay [s] 1141189951294626c, Capacity [veh/h] 1380143516811670834s, saturation flow rate [veh/h] 0.020.070.360.130.24(v / s)_i Volume / Saturation Flow Rate 0.080.080.590.780.78g / C, Green / Cycle 66425454g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 95 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 30.9048.00 0.00 0.000.0011.826.39 2.31d_M, Delay for Movement [s/veh]11.820.00 0.00 CDBAMovement LOS A B 44.74 0.00d_A, Approach Delay [s/veh]11.824.29 D AApproach LOS A B 12.71d_I, Intersection Delay [s/veh] BIntersection LOS 0.481Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 96 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.361Volume to Capacity (v/c): CLevel Of Service: 27.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 756621428211060201347834Total Analysis Volume [veh/h] 21116375265531199Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.88200.88200.88200.88200.88200.88200.88200.88200.88200.88200.88200.8820Peak Hour Factor 64555122518899171140529Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 33.4050.000.001.808.3012.0016.702.1011.809.105.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 64555122518899171140529Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 97 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 020002000571905113Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 010001000301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 68.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 98 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 11.376.0576.1927.3313.19397.1910.327.81164.2817.8695th-Percentile Queue Length [ft] 0.450.243.051.090.5315.890.410.316.570.7195th-Percentile Queue Length [veh] 6.323.3642.3315.187.33263.965.734.3491.279.9250th-Percentile Queue Length [ft] 0.250.131.690.610.2910.560.230.173.650.4050th-Percentile Queue Length [veh] NoNoYesNoNoYesNoNoNoYesCritical Lane Group DDDDBCBBCBLane Group LOS 37.6342.6941.5440.5019.6629.6014.6418.4321.3917.73d, Delay for Lane Group [s/veh] 0.110.050.520.170.040.870.040.020.380.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.430.172.820.480.042.030.040.020.190.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.110.110.110.11k, delay calibration 37.1942.5238.7240.0219.6227.5814.6018.4121.2017.58d1, Uniform Delay [s] 11012014716647712214495381247313c, Capacity [veh/h] 11481344153412721384354393414803432757s, saturation flow rate [veh/h] 0.010.000.050.020.020.300.020.010.140.04(v / s)_i Volume / Saturation Flow Rate 0.100.100.100.100.340.340.440.360.360.44g / C, Green / Cycle 9999313140333340g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 99 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 41.54 41.5440.50 42.69 37.6337.6319.6617.73 21.39d_M, Delay for Movement [s/veh]29.6018.43 14.64 D DD DDDBCMovement LOS B CBB 41.26 39.32d_A, Approach Delay [s/veh]29.1421.08 D DApproach LOS C C 27.55d_I, Intersection Delay [s/veh] CIntersection LOS 0.361Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 100 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.512Volume to Capacity (v/c): CLevel Of Service: 27.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9718512550357709180527419335645Total Analysis Volume [veh/h] 2446311389172320168488911Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.8760Peak Hour Factor 8816711344313618070524016931239Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 6.807.804.402.301.300.002.502.902.501.807.705.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8816711344313618070524016931239Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 101 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 89898094134040840408Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 45452504525909025909025Maximum Green [s] 1515501553030530305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 40.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 102 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 116.98118.61153.06509.1881.9859.53339.71217.50142.41151.5332.6795th-Percentile Queue Length [ft] 4.684.746.1220.373.282.3813.598.705.706.061.3195th-Percentile Queue Length [veh] 64.9965.9085.04354.7345.5533.07218.50125.6079.1284.1818.1550th-Percentile Queue Length [ft] 2.602.643.4014.191.821.328.745.023.163.370.7350th-Percentile Queue Length [veh] NoNoYesYesNoNoYesNoNoNoYesCritical Lane Group CDDDCBCBBBBLane Group LOS 34.1240.3445.5150.0433.7712.2121.5719.8314.2518.6515.03d, Delay for Lane Group [s/veh] 0.180.190.540.750.150.090.430.420.200.200.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.740.102.012.130.410.130.712.000.480.250.54d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.290.330.500.500.500.500.50k, delay calibration 33.3840.2443.5047.9033.3612.0820.8717.8313.7718.4014.49d1, Uniform Delay [s] 53696622954146096218876519491786410c, Capacity [veh/h] 1512335610421836129815763516106715863359718s, saturation flow rate [veh/h] 0.060.060.120.220.050.060.230.260.120.110.06(v / s)_i Volume / Saturation Flow Rate 0.350.290.350.290.350.610.540.590.600.530.59g / C, Green / Cycle 5343524452928188908088g_i, Effective Green Time [s] 0.003.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLCLRCLRCLLane Group Lane Group Calculations 103 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 50.04 50.0433.77 45.51 34.1240.3412.2115.03 18.65d_M, Delay for Movement [s/veh]21.5714.25 19.83 D DC CDDBBMovement LOS B CBB 47.65 40.45d_A, Approach Delay [s/veh]20.4416.95 D DApproach LOS B C 27.63d_I, Intersection Delay [s/veh] CIntersection LOS 0.512Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 104 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.452Volume to Capacity (v/c): CLevel Of Service: 20.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8316155145374116647051425642377Total Analysis Volume [veh/h] 21401436942916176351410619Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.9510Peak Hour Factor 8115854142367114616701355340273Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 9.803.801.900.000.800.903.302.206.603.804.501.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8115854142367114616701355340273Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 105 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 3333839391403580358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 28.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 106 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 60.17138.9538.19105.53324.6084.19217.71222.4359.26127.44131.2931.3095th-Percentile Queue Length [ft] 2.415.561.534.2212.983.378.718.902.375.105.251.2595th-Percentile Queue Length [veh] 33.4377.1921.2258.63206.7046.77125.76129.2232.9270.8072.9417.3950th-Percentile Queue Length [ft] 1.343.090.852.358.271.875.035.171.322.832.920.7050th-Percentile Queue Length [veh] NoNoYesNoYesNoYesNoNoNoNoYesCritical Lane Group CCCCDCBBABBALane Group LOS 23.0432.0524.2222.6238.4724.0216.0215.989.8914.0413.999.95d, Delay for Lane Group [s/veh] 0.180.430.190.260.860.250.420.420.240.270.270.16X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.640.790.321.165.190.571.481.430.920.780.740.66d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.380.110.110.500.110.210.500.500.500.500.500.50k, delay calibration 22.4031.2623.9021.4633.2823.4514.5414.548.9713.2613.259.28d1, Uniform Delay [s] 463373289551434456893920601864900496c, Capacity [veh/h] 1471183011391615188513791805185996617451818825s, saturation flow rate [veh/h] 0.060.090.050.090.200.080.210.210.150.130.130.09(v / s)_i Volume / Saturation Flow Rate 0.310.200.300.340.230.300.500.500.580.500.500.58g / C, Green / Cycle 281827312127454553454553g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 107 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.47 22.6224.02 24.22 23.0432.0516.029.95 14.01d_M, Delay for Movement [s/veh]16.0014.04 9.89 D CC CCCBBMovement LOS A BBA 32.21 28.11d_A, Approach Delay [s/veh]15.0513.45 C CApproach LOS B B 20.84d_I, Intersection Delay [s/veh] CIntersection LOS 0.452Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 108 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.474Volume to Capacity (v/c): CLevel Of Service: 28.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 37111228226210889603802133739Total Analysis Volume [veh/h] 9286206627221512058410Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.90600.90600.90600.90600.90600.90600.90600.90600.90600.90600.90600.9060Peak Hour Factor 35106217825010381552731930836Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 14.304.709.502.601.200.002.503.601.400.004.502.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35106217825010381552731930836Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 109 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0200037003580358Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 0150015003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 110 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 188.12348.0499.7159.22215.2846.53126.74128.1922.6395th-Percentile Queue Length [ft] 7.5213.923.992.378.611.865.075.130.9195th-Percentile Queue Length [veh] 104.51225.0355.3932.90123.9825.8570.4171.2212.5750th-Percentile Queue Length [ft] 4.189.002.221.324.961.032.822.850.5050th-Percentile Queue Length [veh] YesYesNoNoYesNoNoNoYesCritical Lane Group DDCBCBCBBLane Group LOS 43.9046.9033.1318.0921.0014.6320.0320.0014.82d, Delay for Lane Group [s/veh] 0.660.890.280.130.410.140.240.240.09X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.738.840.380.420.840.510.790.760.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.140.140.110.500.500.500.500.500.50k, delay calibration 40.1738.0632.7517.6820.1614.1219.2519.2314.41d1, Uniform Delay [s] 2583883896661475572733748435c, Capacity [veh/h] 17371802181015763492111117811818892s, saturation flow rate [veh/h] 0.100.190.060.060.170.070.100.100.04(v / s)_i Volume / Saturation Flow Rate 0.150.210.210.420.420.490.410.410.49g / C, Green / Cycle 152121424249414149g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 111 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 46.90 46.9033.13 43.90 43.9043.9018.0914.82 20.01d_M, Delay for Movement [s/veh]21.0020.03 14.63 D DC DDDBCMovement LOS B CCB 43.61 43.90d_A, Approach Delay [s/veh]20.0019.50 D DApproach LOS B C 28.12d_I, Intersection Delay [s/veh] CIntersection LOS 0.474Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 112 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.523Volume to Capacity (v/c): DLevel Of Service: 44.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 623551044376314420666410812232761Total Analysis Volume [veh/h] 15892611191365116627308215Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor 613501034275314220365510712032360Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.801.000.001.303.503.902.300.900.802.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 613501034275314220365510712032360Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 113 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 62621307627676723585814Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 1515501551515515155Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 84.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 170Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 114 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 42.23241.55111.43475.36482.66137.30174.35421.79215.36156.51231.74142.2395th-Percentile Queue Length [ft] 1.699.664.4619.0119.315.496.9716.878.616.269.275.6995th-Percentile Queue Length [veh] 23.46143.3761.90327.06333.0276.2896.86283.68124.0486.95136.0979.0150th-Percentile Queue Length [ft] 0.945.732.4813.0813.323.053.8711.354.963.485.443.1650th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesNoYesNoYesCritical Lane Group BDFDDEBDECDFLane Group LOS 11.4942.4286.3639.3139.2670.6915.7543.7179.0333.7845.0894.66d, Delay for Lane Group [s/veh] 0.060.300.510.520.520.370.220.510.510.190.300.51X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.110.668.742.502.452.640.531.478.610.660.6915.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 11.3841.7777.6136.8136.8168.0515.2242.2470.4233.1244.3879.61d1, Uniform Delay [s] 1036118020576978339294212902116411098119c, Capacity [veh/h] 161535193479184118762702155435361793160235221440s, saturation flow rate [veh/h] 0.040.100.030.220.220.050.130.190.060.080.090.04(v / s)_i Volume / Saturation Flow Rate 0.640.340.060.420.420.140.610.360.120.400.310.06g / C, Green / Cycle 10957107171241036220685311g_i, Effective Green Time [s] 3.003.001.003.003.001.003.003.001.001.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 115 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.29 39.3170.69 86.36 11.4942.4215.7594.66 45.08d_M, Delay for Movement [s/veh]43.7133.78 79.03 D DE BFDBDMovement LOS F DCE 44.05 47.51d_A, Approach Delay [s/veh]41.7248.30 D DApproach LOS D D 44.62d_I, Intersection Delay [s/veh] DIntersection LOS 0.523Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 116 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.319Volume to Capacity (v/c): BLevel Of Service: 14.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 64254329129238184Total Analysis Volume [veh/h] 166382326046Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.85400.85400.85400.85400.85400.8540Peak Hour Factor 59233302118219169Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 3.403.003.501.703.602.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 59233302118219169Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 117 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoYesNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 02038182727Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 0303053030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedOverlapProtectedControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 118 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 64.3963.3823.4826.7580.84104.66127.3795th-Percentile Queue Length [ft] 2.582.540.941.073.234.195.0995th-Percentile Queue Length [veh] 35.7735.2113.0414.8644.9158.1470.7650th-Percentile Queue Length [ft] 1.431.410.520.591.802.332.8350th-Percentile Queue Length [veh] YesNoNoNoYesYesNoCritical Lane Group BBAACBCLane Group LOS 12.1511.953.833.6725.7414.3029.73d, Delay for Lane Group [s/veh] 0.230.220.140.150.480.420.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.800.680.280.061.310.493.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.110.110.110.11k, delay calibration 11.3511.273.553.6224.4313.8125.90d1, Uniform Delay [s] 68273110311239270570255c, Capacity [veh/h] 1550166015031652160114031590s, saturation flow rate [veh/h] 0.100.100.100.110.080.170.12(v / s)_i Volume / Saturation Flow Rate 0.440.440.690.690.170.410.16g / C, Green / Cycle 29294545112610g_i, Effective Green Time [s] 3.003.003.000.003.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 119 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 3.74 12.03 12.1529.73d_M, Delay for Movement [s/veh]25.7414.30 BA BCMovement LOS CB 12.059.94d_A, Approach Delay [s/veh]21.02 BAApproach LOS C 14.40d_I, Intersection Delay [s/veh] BIntersection LOS 0.319Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 120 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 0.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 000000000000Total Analysis Volume [veh/h] 000000000000Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 000000000000Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.002.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000000000Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 121 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 012001200108001080Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 39.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 122 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0095th-Percentile Queue Length [veh] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [veh] NoNoNoNoNoNoNoCritical Lane Group AAAAAAALane Group LOS 0.000.000.000.000.000.000.00d, Delay for Lane Group [s/veh] 0.000.000.000.000.000.000.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.000.000.000.000.000.000.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 0.000.000.000.000.000.000.00d1, Uniform Delay [s] 12712714321432143214321123c, Capacity [veh/h] 1710171017101710171017101296s, saturation flow rate [veh/h] 0.000.000.000.000.000.000.00(v / s)_i Volume / Saturation Flow Rate 0.060.060.840.840.840.840.84g / C, Green / Cycle 77103103103103103g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 123 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 0.00 0.000.000.000.00 0.00d_M, Delay for Movement [s/veh]0.000.00 0.00 A AA AAAAAMovement LOS A AA 0.00 0.00d_A, Approach Delay [s/veh]0.000.00 A AApproach LOS A A 0.00d_I, Intersection Delay [s/veh] AIntersection LOS 0.000Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 124 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.305Volume to Capacity (v/c): ALevel Of Service: 9.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 191728100562919709432746110Total Analysis Volume [veh/h] 5472514751771171153Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 18162794532718687422644710Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.003.700.001.600.003.801.7010.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18162794532718687422644710Base Volume Input [veh/h] 19th AvenueName volumes 125 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0320032005800580Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 73.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 126 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 58.29185.9872.3072.8611.3344.6945.242.9395th-Percentile Queue Length [ft] 2.337.442.892.910.451.791.810.1295th-Percentile Queue Length [veh] 32.38103.3240.1740.486.3024.8325.131.6350th-Percentile Queue Length [ft] 1.304.131.611.620.250.991.010.0750th-Percentile Queue Length [veh] NoYesYesNoNoNoNoNoCritical Lane Group DDAAAAAALane Group LOS 35.8940.953.773.764.743.353.345.19d, Delay for Lane Group [s/veh] 0.300.680.260.260.060.170.170.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.773.030.450.440.160.270.270.07d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.500.500.50k, delay calibration 35.1337.923.323.324.583.083.085.12d1, Uniform Delay [s] 2152711401141471513861413527c, Capacity [veh/h] 118516941853187092218321868671s, saturation flow rate [veh/h] 0.050.110.200.200.050.130.130.01(v / s)_i Volume / Saturation Flow Rate 0.130.130.760.760.760.760.760.76g / C, Green / Cycle 1212686868686868g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 127 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.95 40.9540.95 35.89 35.8935.893.775.19 3.35d_M, Delay for Movement [s/veh]3.773.35 4.74 D DD DDDAAMovement LOS A AAA 40.95 35.89d_A, Approach Delay [s/veh]3.823.39 D DApproach LOS A A 9.56d_I, Intersection Delay [s/veh] AIntersection LOS 0.305Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 128 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.431Volume to Capacity (v/c): CLevel Of Service: 20.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 6016971246371763759718999459135Total Analysis Volume [veh/h] 1542186193199149472511534Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.8600Peak Hour Factor 5315063218329673352916888407120Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 5.701.300.000.000.001.503.001.000.600.001.000.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5315063218329673352916888407120Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 129 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 3636839391103580358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 38.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 130 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 39.49140.7449.45194.60320.9553.06178.79182.1582.60151.41159.5557.0195th-Percentile Queue Length [ft] 1.585.631.987.7812.842.127.157.293.306.066.382.2895th-Percentile Queue Length [veh] 21.9478.1927.47108.99203.8729.4899.33101.2045.8984.1288.6431.6750th-Percentile Queue Length [ft] 0.883.131.104.368.151.183.974.051.843.363.551.2750th-Percentile Queue Length [veh] NoNoYesNoYesNoYesNoNoNoNoYesCritical Lane Group CCCCDCBBBBBBLane Group LOS 20.7130.1824.2425.7738.1222.9815.0715.0510.9114.6814.6010.36d, Delay for Lane Group [s/veh] 0.120.400.230.450.850.170.350.350.320.310.310.24X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.160.600.392.644.860.271.051.031.420.940.871.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.180.110.110.500.110.170.500.500.500.500.500.50k, delay calibration 20.5429.5823.8523.1333.2622.7014.0214.029.4913.7413.739.32d1, Uniform Delay [s] 516425304549435445906925591869925556c, Capacity [veh/h] 1528187611731615190013271843188196717671881914s, saturation flow rate [veh/h] 0.040.090.060.150.200.060.170.170.200.150.150.15(v / s)_i Volume / Saturation Flow Rate 0.340.230.310.340.230.310.490.490.580.490.490.58g / C, Green / Cycle 302028312128444452444452g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 131 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.12 25.7722.98 24.24 20.7130.1815.0710.36 14.63d_M, Delay for Movement [s/veh]15.0614.68 10.91 D CC CCCBBMovement LOS B BBB 32.08 26.88d_A, Approach Delay [s/veh]14.1113.81 C CApproach LOS B B 20.52d_I, Intersection Delay [s/veh] CIntersection LOS 0.431Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 132 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.152Volume to Capacity (v/c): CLevel Of Service: 17.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00380.00100.00100.00400.00Pocket Length [ft] 001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 2521620156025Total Analysis Volume [veh/h] 1134501406Total 15-Minute Volume [veh/h] 1.00001.00000.97000.97000.97000.9700Other Adjustment Factor 0.86900.86900.86900.86900.86900.8690Peak Hour Factor 2451418050222Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.000.005.500.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2451418050222Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 133 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 134 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 1.30d_I, Intersection Delay [s/veh] CAAApproach LOS 17.130.000.33d_A, Approach Delay [s/veh] 0.1813.280.000.000.001.4095th-Percentile Queue Length [ft] 0.010.530.000.000.000.0695th-Percentile Queue Length [veh] ACAAAAMovement LOS 9.3117.430.000.000.007.69d_M, Delay for Movement [s/veh] 0.000.150.000.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 135 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.101Volume to Capacity (v/c): BLevel Of Service: 11.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 48: 46 - Harper Puckett Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Baxter LaneBaxter LaneHarper Puckett RoadName Intersection Setup 000Pedestrian Volume [ped/h] 16124139152268Total Analysis Volume [veh/h] 431354517Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.83600.83600.83600.83600.83600.8360Peak Hour Factor 14108121131857Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 7.103.701.700.000.005.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14108121131857Base Volume Input [veh/h] Baxter LaneBaxter LaneHarper Puckett RoadName volumes 136 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 2.80d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.7310.68d_A, Approach Delay [s/veh] 0.000.008.858.8510.6010.6095th-Percentile Queue Length [ft] 0.000.000.350.350.420.4295th-Percentile Queue Length [veh] AAAAABMovement LOS 0.000.000.007.509.6111.03d_M, Delay for Movement [s/veh] 0.000.000.000.010.020.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 137 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.070Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 122959215011534Total Analysis Volume [veh/h] 30242338299Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.87600.87600.87600.87600.87600.8760Peak Hour Factor 111878413710130Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 4.503.304.802.201.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111878413710130Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 138 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 4.00d_I, Intersection Delay [s/veh] AABApproach LOS 3.480.0011.24d_A, Approach Delay [s/veh] 14.7314.730.000.0019.1919.1995th-Percentile Queue Length [ft] 0.590.590.000.000.770.7795th-Percentile Queue Length [veh] AAAABBMovement LOS 0.007.950.000.0010.5213.67d_M, Delay for Movement [s/veh] 0.000.070.000.000.140.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 139 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 54.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 142473084356691102212254112181Total Analysis Volume [veh/h] 462821891728556132845Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.82900.82900.82900.82900.82900.82900.82900.82900.82900.82900.82900.8290Peak Hour Factor 1220525702955784168174185138Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1220525702955784168174185138Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 140 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 54.65Intersection Delay [s/veh] DFEDApproach LOS 27.29101.0335.7028.84Approach Delay [s/veh] 122.90428.98177.9810.03141.3895th-Percentile Queue Length [ft] 4.9217.167.120.405.6695th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 141 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Pedestrian Volume [ped/h] 35175248514200Total Analysis Volume [veh/h] 944621350Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.9340Peak Hour Factor 34170241513187Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.003.500.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 34170241513187Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 142 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.59Intersection Delay [s/veh] ABBApproach LOS 9.7510.3511.69Approach Delay [s/veh] 29.0937.901.4637.6095th-Percentile Queue Length [ft] 1.161.520.061.5095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 143 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.526Volume to Capacity (v/c): BLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8167173168316211417188634Total Analysis Volume [veh/h] 24243427910344729Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 8162168163307211316176632Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.003.801.800.000.300.000.000.000.003.900.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8162168163307211316176632Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 144 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0346034602000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.01.00.03.01.00.03.00.00.03.00.0Amber [s] 030300303003000300Maximum Green [s] 055055050050Minimum Green [s] --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 145 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 62.0861.58278.550.6011.8999.3395th-Percentile Queue Length [ft] 2.482.4611.140.020.483.9795th-Percentile Queue Length [veh] 34.4934.21171.250.346.6055.1850th-Percentile Queue Length [ft] 1.381.376.850.010.262.2150th-Percentile Queue Length [veh] NoYesYesNoNoYesCritical Lane Group BBCBBBLane Group LOS 11.6414.9126.7512.1711.3914.50d, Delay for Lane Group [s/veh] 0.260.500.890.000.060.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.201.097.830.000.191.52d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.160.110.500.50k, delay calibration 11.4513.8218.9212.1711.2112.98d1, Uniform Delay [s] 682349541536571644c, Capacity [veh/h] 16349401606110612131456s, saturation flow rate [veh/h] 0.110.180.300.000.030.16(v / s)_i Volume / Saturation Flow Rate 0.420.440.340.450.400.40g / C, Green / Cycle 252620272424g_i, Effective Green Time [s] 3.000.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLane Group Lane Group Calculations 146 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 26.75 26.7512.17 14.91 11.6411.6411.3914.50 14.50d_M, Delay for Movement [s/veh]11.3914.50 11.39 C CB BBBBBMovement LOS B BBB 26.69 13.27d_A, Approach Delay [s/veh]11.3914.50 C BApproach LOS B B 19.43d_I, Intersection Delay [s/veh] BIntersection LOS 0.526Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------876Ring 2 -------------432Ring 1 Sequence 147 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.278Volume to Capacity (v/c): DLevel Of Service: 26.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 53: 51 - Flanders Mill Road / Durston Road Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 423524389510569Total Analysis Volume [veh/h] 1088110242617Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.94600.94600.94600.94600.94600.9460Peak Hour Factor 41347432949965Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.002.301.901.106.101.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41347432949965Base Volume Input [veh/h] Durston RoadDurston RoadFlanders Mill RoadName volumes 148 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.02d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.4920.85d_A, Approach Delay [s/veh] 0.000.000.006.6253.9653.9695th-Percentile Queue Length [ft] 0.000.000.000.262.162.1695th-Percentile Queue Length [veh] AAAACDMovement LOS 0.000.000.008.3517.2426.34d_M, Delay for Movement [s/veh] 0.000.000.000.080.160.28V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 149 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 17.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 54: 52 - Ferguson Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadFerguson AvenueFerguson AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 41977413218815311117225311368Total Analysis Volume [veh/h] 1491833473828431132817Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor 41987413318915410716625311468Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.000.001.500.003.201.803.600.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41987413318915410716625311468Base Volume Input [veh/h] Durston RoadDurston RoadFerguson AvenueFerguson AvenueName volumes 150 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 17.88Intersection Delay [s/veh] CCCCApproach LOS 17.3120.0416.8615.44Approach Delay [s/veh] 76.0021.80126.4676.4057.5595th-Percentile Queue Length [ft] 3.040.875.063.062.3095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 151 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.023Volume to Capacity (v/c): BLevel Of Service: 14.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 28621438229Total Analysis Volume [veh/h] 711011052Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92400.92400.92400.92400.92400.9240Peak Hour Factor 27521422208Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.100.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27521422208Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 152 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 0.52d_I, Intersection Delay [s/veh] AABApproach LOS 0.060.0012.19d_A, Approach Delay [s/veh] 0.000.130.000.004.634.6395th-Percentile Queue Length [ft] 0.000.010.000.000.190.1995th-Percentile Queue Length [veh] AAAABBMovement LOS 0.008.190.000.0011.2014.59d_M, Delay for Movement [s/veh] 0.000.000.000.000.040.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 153 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.160Volume to Capacity (v/c): CLevel Of Service: 17.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Pedestrian Volume [ped/h] 14657614191435924372287Total Analysis Volume [veh/h] 311413539069572Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87200.87200.87200.87200.87200.87200.87200.87200.87200.87200.87200.8720Peak Hour Factor 12550512171231321321996Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.005.908.300.300.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12550512171231321321996Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 154 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 2.58d_I, Intersection Delay [s/veh] CCAAApproach LOS 15.5015.070.470.21d_A, Approach Delay [s/veh] 2.572.5714.073.743.744.410.000.001.400.000.000.4495th-Percentile Queue Length [ft] 0.100.100.560.150.150.180.000.000.060.000.000.0295th-Percentile Queue Length [veh] ABCBCCAAAAAAMovement LOS 9.6114.8117.0110.6915.4216.200.000.007.800.000.008.03d_M, Delay for Movement [s/veh] 0.020.020.160.010.040.060.000.000.020.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 155 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.558Volume to Capacity (v/c): CLevel Of Service: 24.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 48139621852221216610321265035878Total Analysis Volume [veh/h] 1235164655301625831138920Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.92700.9270Peak Hour Factor 4613460179214117639861204834275Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.206.006.701.701.900.900.002.101.602.103.502.70Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4613460179214117639861204834275Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 156 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 3838003800442203513Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 4545004500902509025Maximum Green [s] 1515001500301003010Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 36.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 157 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 26.04102.7066.66330.99105.74382.00387.4453.19122.70126.2336.3095th-Percentile Queue Length [ft] 1.044.112.6713.244.2315.2815.502.134.915.051.4595th-Percentile Queue Length [veh] 14.4657.0537.04211.6858.74251.87256.1929.5568.1770.1320.1750th-Percentile Queue Length [ft] 0.582.281.488.472.3510.0710.251.182.732.810.8150th-Percentile Queue Length [veh] NoNoNoYesNoYesNoNoNoNoYesCritical Lane Group BCDCCCCABBBLane Group LOS 14.6223.6244.1131.5930.8125.1825.069.8916.2916.2213.04d, Delay for Lane Group [s/veh] 0.070.240.400.720.320.670.670.190.250.240.19X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.040.211.633.330.484.374.260.170.730.690.99d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.200.110.500.500.140.500.500.50k, delay calibration 14.5823.4142.4828.2630.3220.8120.809.7215.5615.5412.05d1, Uniform Delay [s] 718584156562378812829677811847417c, Capacity [veh/h] 158017929311726125818221861110017581836734s, saturation flow rate [veh/h] 0.030.080.070.240.100.300.300.110.110.110.11(v / s)_i Volume / Saturation Flow Rate 0.450.330.330.330.330.450.450.570.460.460.57g / C, Green / Cycle 4331313131424254444454g_i, Effective Green Time [s] 0.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 158 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 31.59 31.5930.81 44.11 14.6223.6225.1813.04 16.25d_M, Delay for Movement [s/veh]25.1116.29 9.89 C CC BDCCBMovement LOS B CBA 31.41 26.99d_A, Approach Delay [s/veh]23.5515.74 C CApproach LOS B C 24.04d_I, Intersection Delay [s/veh] CIntersection LOS 0.558Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 159 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.636Volume to Capacity (v/c): DLevel Of Service: 25.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 2300Pedestrian Volume [ped/h] 5700295001519676719661179Total Analysis Volume [veh/h] 140074003824217516545Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.86601.00001.00000.86601.00001.00000.86600.86600.86600.86600.86600.8660Peak Hour Factor 4900266001358636017590160Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.004.102.002.004.402.906.705.903.705.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4900266001358636017590160Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 160 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.66d_I, Intersection Delay [s/veh] BDAAApproach LOS 11.0425.380.532.82d_A, Approach Delay [s/veh] 7.150.000.00108.760.000.000.000.006.210.000.0031.1595th-Percentile Queue Length [ft] 0.290.000.004.350.000.000.000.000.250.000.001.2595th-Percentile Queue Length [veh] BDAAAAABMovement LOS 11.040.000.0025.380.000.000.000.009.460.000.0013.53d_M, Delay for Movement [s/veh] 0.090.000.000.640.000.000.000.010.080.000.010.30V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 161 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.522Volume to Capacity (v/c): CLevel Of Service: 21.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 102163431272522842427712456042575Total Analysis Volume [veh/h] 26411132637160193611510619Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.8700Peak Hour Factor 89142371132242522046512075135963Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 7.908.508.103.504.902.005.402.304.303.905.603.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 89142371132242522046512075135963Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 162 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 0100101001010010100Pedestrian Clearance [s] 050550550550Walk [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 03011303011353513363614Split [s] 0.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 04525454525909025909025Maximum Green [s] 015815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,86,82,7Auxiliary Signal Groups 047883661225Signal group PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 163 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 224.1625.9072.20202.97224.1631.37271.09133.1829.22145.8636.7095th-Percentile Queue Length [ft] 8.971.042.898.128.971.2510.845.331.175.831.4795th-Percentile Queue Length [veh] 130.4914.3940.11115.03130.4917.43165.5873.9916.2381.0320.3950th-Percentile Queue Length [ft] 5.220.581.604.605.220.706.622.960.653.240.8250th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group CBBCCACBBCBLane Group LOS 31.8818.9015.9228.5231.702.4024.4014.6612.1421.1013.19d, Delay for Lane Group [s/veh] 0.640.100.190.510.650.200.580.400.080.340.16X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.890.100.240.827.470.361.881.880.200.710.68d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.120.110.190.110.500.500.500.500.500.500.50k, delay calibration 30.0018.8015.6827.7024.232.0422.5312.7811.9520.3912.51d1, Uniform Delay [s] 414431678493434123313246207691268483c, Capacity [veh/h] 1640119115601811128715323536112615543426931s, saturation flow rate [veh/h] 0.160.040.080.140.220.160.220.220.040.120.08(v / s)_i Volume / Saturation Flow Rate 0.250.370.430.270.370.800.380.520.500.370.52g / C, Green / Cycle 2334392434723446453346g_i, Effective Green Time [s] 3.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 164 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 28.52 15.9231.70 18.90 31.8831.882.4013.19 21.10d_M, Delay for Movement [s/veh]24.4012.14 14.66 C BC CBCACMovement LOS B CBB 27.47 30.07d_A, Approach Delay [s/veh]18.2719.08 C CApproach LOS B B 21.93d_I, Intersection Delay [s/veh] CIntersection LOS 0.522Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 165 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.258Volume to Capacity (v/c): BLevel Of Service: 18.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 231337160618101712964458Total Analysis Volume [veh/h] 178940154243216115Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 22843414556191511857452Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.005.602.902.801.400.006.700.000.003.500.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 22843414556191511857452Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 166 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0450045002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 167 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 74.0274.1125.04205.12216.045.258.402.9220.3618.9195th-Percentile Queue Length [ft] 2.962.961.008.208.640.210.340.120.810.7695th-Percentile Queue Length [veh] 41.1241.1713.91116.58124.532.924.671.6211.3110.5050th-Percentile Queue Length [ft] 1.641.650.564.664.980.120.190.060.450.4250th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoYesCritical Lane Group BBCCCCAAAALane Group LOS 16.5316.5328.9020.2920.1820.187.618.837.928.89d, Delay for Lane Group [s/veh] 0.270.270.210.670.660.030.030.010.080.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.250.250.601.361.250.030.070.030.180.18d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.50k, delay calibration 16.2916.2828.3018.9418.9220.147.548.807.748.71d1, Uniform Delay [s] 581583174564607345899762851790c, Capacity [veh/h] 179517996851743187410811722135416291377s, saturation flow rate [veh/h] 0.090.090.050.220.210.010.020.010.040.04(v / s)_i Volume / Saturation Flow Rate 0.330.330.330.330.330.330.520.520.520.52g / C, Green / Cycle 21212121212134343434g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 168 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.22 20.2920.18 28.90 16.5316.537.618.89 7.92d_M, Delay for Movement [s/veh]7.617.92 8.83 C CC BCBAAMovement LOS A AAA 20.23 17.83d_A, Approach Delay [s/veh]7.908.37 C BApproach LOS A A 18.08d_I, Intersection Delay [s/veh] BIntersection LOS 0.258Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 169 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.112Volume to Capacity (v/c): DLevel Of Service: 25.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 30234163138543314925555819Total Analysis Volume [veh/h] 859489611812614155Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.9300Peak Hour Factor 28218152935840294623515418Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.607.306.700.001.400.000.000.000.002.001.9011.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28218152935840294623515418Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 170 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 5.31d_I, Intersection Delay [s/veh] AACCApproach LOS 0.470.7320.2419.64d_A, Approach Delay [s/veh] 0.005.3510.700.000.002.5432.0932.0932.0938.5638.5638.5695th-Percentile Queue Length [ft] 0.000.210.430.000.000.101.281.281.281.541.541.5495th-Percentile Queue Length [veh] AAAAAABCDCCDMovement LOS 0.000.008.270.000.007.8414.1921.2125.8515.6221.7025.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.030.040.160.110.080.190.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0011Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 171 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.701Volume to Capacity (v/c): ELevel Of Service: 46.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 63: 60 - Davis Lane / Oak Street Intersection Level Of Service Report NoYesNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Oak StreetOak StreetDavis LaneName Intersection Setup 000Pedestrian Volume [ped/h] 145205307162186179Total Analysis Volume [veh/h] 365177404645Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.84000.84000.84000.84000.84000.8400Peak Hour Factor 122172258136156150Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 5.705.802.306.604.501.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122172258136156150Base Volume Input [veh/h] Oak StreetOak StreetDavis LaneName volumes 172 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 9.99d_I, Intersection Delay [s/veh] AADApproach LOS 0.002.9428.63d_A, Approach Delay [s/veh] 0.000.0048.1848.1824.17117.8595th-Percentile Queue Length [ft] 0.000.001.931.930.974.7195th-Percentile Queue Length [veh] AAAABEMovement LOS 0.000.000.008.5211.3246.61d_M, Delay for Movement [s/veh] 0.000.000.000.140.250.70V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 173 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.360Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 01220641489833000328124Total Analysis Volume [veh/h] 001521372583008231Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 01219441399431700315119Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.003.600.002.205.304.400.000.003.2010.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01219441399431700315119Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 174 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 027027270046006317Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 175 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 2.58160.46149.7540.86159.830.0076.5227.2595th-Percentile Queue Length [ft] 0.106.425.991.636.390.003.061.0995th-Percentile Queue Length [veh] 1.4389.1583.2022.7088.790.0042.5115.1450th-Percentile Queue Length [ft] 0.063.573.330.913.550.001.700.6150th-Percentile Queue Length [veh] NoNoYesNoYesNoNoYesCritical Lane Group CCDABAAALane Group LOS 32.8224.9638.919.3911.610.004.474.98d, Delay for Lane Group [s/veh] 0.020.430.570.130.360.000.270.17X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.062.241.900.331.060.000.540.52d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.410.110.500.500.500.500.50k, delay calibration 32.7622.7237.019.0710.550.003.934.46d1, Uniform Delay [s] 1454822677839295141219721c, Capacity [veh/h] 50814031228138016389621657992s, saturation flow rate [veh/h] 0.010.150.120.070.200.000.200.12(v / s)_i Volume / Saturation Flow Rate 0.150.340.150.570.570.570.740.74g / C, Green / Cycle 1431145151516666g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 176 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.91 24.9638.91 32.82 32.8232.829.394.98 4.47d_M, Delay for Movement [s/veh]11.614.47 0.00 D CD CCCAAMovement LOS A BAA 30.88 32.82d_A, Approach Delay [s/veh]11.104.61 C CApproach LOS A B 14.50d_I, Intersection Delay [s/veh] BIntersection LOS 0.360Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 177 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.471Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 29027151830282328139035940238Total Analysis Volume [veh/h] 7373828767097901009Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.8600Peak Hour Factor 26024135726242125234932236034Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.400.004.400.007.704.209.504.002.300.900.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 26024135726242125234932236034Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 178 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 282800280054270358Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 69.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 179 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 200.3422.56148.356.6425.1824.3945.9446.98109.30204.2296.778.1595th-Percentile Queue Length [ft] 8.010.905.930.271.010.981.841.884.378.173.870.3395th-Percentile Queue Length [veh] 113.1312.5382.423.6913.9913.5525.5226.1060.72115.9353.764.5350th-Percentile Queue Length [ft] 4.530.503.300.150.560.541.021.042.434.642.150.1850th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group CCDCCCAAABBALane Group LOS 21.1631.7539.1531.3931.8833.826.166.156.6315.2512.133.77d, Delay for Lane Group [s/veh] 0.460.080.560.030.100.100.130.130.440.430.220.04X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.070.111.800.040.150.160.230.221.591.660.270.10d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.220.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 20.1031.6437.3431.3431.7333.665.935.935.0313.5811.863.68d1, Uniform Delay [s] 635318270271296274116111928858261852867c, Capacity [veh/h] 160919001342161517641349177918271177160135891107s, saturation flow rate [veh/h] 0.180.010.110.000.020.020.080.080.330.220.110.03(v / s)_i Volume / Saturation Flow Rate 0.390.170.170.170.170.170.650.650.720.520.520.72g / C, Green / Cycle 351515151515595965474765g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 180 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 31.88 31.3933.82 39.15 21.1631.756.163.77 12.13d_M, Delay for Movement [s/veh]6.1615.25 6.63 C CC CDCABMovement LOS A ABA 32.64 27.57d_A, Approach Delay [s/veh]6.4213.13 C CApproach LOS B A 14.81d_I, Intersection Delay [s/veh] BIntersection LOS 0.471Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 181 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.650Volume to Capacity (v/c): CLevel Of Service: 27.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 171456101106319968213290121373439Total Analysis Volume [veh/h] 43114252680242133233093110Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.8700Peak Hour Factor 1524059094283857311780107331390Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.301.203.301.100.701.200.003.403.800.902.101.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1524059094283857311780107331390Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 182 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010001001010010100Pedestrian Clearance [s] 050050550550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 0541704582020820208Split [s] 0.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,48Auxiliary Signal Groups 061025447883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 183 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 504.6352.4466.29216.3950.7658.48126.4454.8885.91283.06298.9395th-Percentile Queue Length [ft] 20.192.102.658.662.032.345.062.203.4411.3211.9695th-Percentile Queue Length [veh] 351.0029.1336.83124.7928.2032.4970.2430.4947.73174.68186.8550th-Percentile Queue Length [ft] 14.041.171.474.991.131.302.811.221.916.997.4750th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group DBBCCCDBCCCLane Group LOS 36.4714.8619.0321.6720.2223.7935.6218.0521.8628.0523.99d, Delay for Lane Group [s/veh] 0.930.200.180.450.340.170.390.210.220.580.63X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 9.670.220.140.450.710.173.361.140.923.844.18d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.190.130.110.110.110.110.500.500.500.500.50k, delay calibration 26.8014.6418.8921.2219.5123.6232.2616.9120.9424.2119.81d1, Uniform Delay [s] 677515597706282475339424551640702c, Capacity [veh/h] 1791114415971887933161518381095160118611531s, saturation flow rate [veh/h] 0.350.090.070.170.100.050.070.080.080.200.29(v / s)_i Volume / Saturation Flow Rate 0.380.460.370.370.460.290.180.430.340.340.43g / C, Green / Cycle 3442343442261638313138g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 184 3/16/2016 Scenario 1: 1: Existing - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.67 19.0320.22 14.86 36.4736.4723.7923.99 28.05d_M, Delay for Movement [s/veh]35.6221.86 18.05 C BC DBDCCMovement LOS C DCB 20.87 33.47d_A, Approach Delay [s/veh]27.2325.34 C CApproach LOS C C 27.01d_I, Intersection Delay [s/veh] CIntersection LOS 0.650Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 185 3/16/2016 LEVEL OF SERVICE Site: AM-2015-11th Avenue / College Street New Site Roundabout All Movement Classes South East North West Intersection LOS A A A A A Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:09 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 MOVEMENT SUMMARY Site: AM-2015-11th Avenue / College Street New Site Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 73 0.0 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 23.5 8 T1 93 1.3 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 23.3 18 R2 31 0.0 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 22.9 Approach 198 0.6 0.215 6.1 LOS A 0.7 18.8 0.43 0.38 23.3 East: College Street 1 L2 57 0.0 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 26.9 6 T1 228 0.5 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 27.0 16 R2 153 0.0 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 26.5 Approach 438 0.3 0.411 7.8 LOS A 1.8 46.2 0.40 0.31 26.8 North: 11th Avenue 7 L2 89 0.0 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.4 4 T1 195 0.6 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.5 14 R2 156 0.0 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.0 Approach 440 0.3 0.454 9.0 LOS A 2.1 52.8 0.51 0.47 26.3 West: College Street 5 L2 66 0.0 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.5 2 T1 263 1.8 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.6 12 R2 99 1.2 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.1 Approach 429 1.4 0.446 8.9 LOS A 2.0 49.8 0.49 0.44 26.5 All Vehicles 1504 0.6 0.454 8.3 LOS A 2.1 52.8 0.46 0.40 26.0 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:09 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 4/1/2016Report File: F:\...\Existing PM.pdf Scenario 2: Existing - PMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP D36.70.640NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 A9.70.439SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B12.50.370EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B18.00.443WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 F74.40.346EB LeftHCM 2010Two-way stop13 - Rouse Avenue / Peach Street13 C18.90.279NB LeftHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 C18.00.029NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B13.70.294EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 C20.30.217SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 C24.90.706SB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 C18.10.088WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 B12.60.418EB LeftHCM 2010Signalized06 - 19th Avenue / Stucky Road6 B12.60.500EB LeftHCM 2010Signalized05 - 19th Avenue / Garfield Street5 C26.50.508EB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 B13.60.468SB RightHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 E45.00.610NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F67.40.498WB LeftHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C32.70.586WB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 C27.60.562EB LeftHCM 2010Signalized38 - 19th Avenue / Durston Road40 C24.50.556WB LeftHCM 2010Signalized37 - 19th Avenue / Oak Street39 B14.50.422EB LeftHCM 2010Signalized36 - 19th Avenue / Tschache Way38 B15.50.519NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 F91.80.320SEB LeftHCM 2010Two-way stop34 - 19th Avenue / I-90 EB Ramp36 C19.70.057SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 C19.70.322SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 C25.00.389NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 F71.10.344SB LeftHCM 2010Two-way stop30 - 7th Avenue / Kagy Boulevard32 B10.3EB ThruHCM 2010All-way stop29 - 7th Avenue / Grant Street31 C17.9EB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 C28.50.744NB LeftHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 B14.4NB ThruHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 C15.8NB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 A9.1EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F59.80.030NB LeftHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F103.40.503NB LeftHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 F93.00.860EB LeftHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 F56.10.000WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F519.30.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with D26.50.322SB LeftHCM 2010Two-way stop60 - Davis Lane / Oak Street63 D34.10.092SB LeftHCM 2010Two-way stop59 - 27th Avenue / Oak Street62 B16.90.385EB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 D44.60.816EB LeftHCM 2010Signalized57 - 7th Avenue / Oak Street60 C23.50.628EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 C24.50.523WB LeftHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 C23.90.124EB LeftHCM 2010Two-way stop54 - Cottonwood Road / Babcock Street56 C16.80.010NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 D25.4NB ThruHCM 2010All-way stop52 - Ferguson Avenue / Durston Road54 D34.80.261SB LeftHCM 2010Two-way stop51 - Flanders Mill Road / Durston Road53 B18.70.504EB ThruHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B11.2WB ThruHCM 2010All-way stop49 - Laurel Parkway / Durston Road51 D32.8EB ThruHCM 2010All-way stop48 - Davis Lane / Baxter Lane50 C16.00.177NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 B11.20.067SB LeftHCM 2010Two-way stop46 - Harper Puckett Road / Baxter Lane48 C16.10.088EB LeftHCM 2010Two-way stop45 - 19th Avenue / Graf Street47 C20.80.443WB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 B10.40.344EB RightHCM 2010Signalized43 - 19th Avenue / Koch Street45 C23.40.351WB RightHCM 2010Signalized42 - 19th Avenue / Babcock Street44 B12.70.398SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 D53.20.698NB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C24.70.506EB ThruHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 B18.50.497WB LeftHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B13.20.460EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 4 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.498Volume to Capacity (v/c): FLevel Of Service: 67.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 4030Pedestrian Volume [ped/h] 84103544870413374424744070Total Analysis Volume [veh/h] 21261312181393101211018Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.87300.8730Peak Hour Factor 7390474464412340384340064Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.600.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7390474464412340384340064Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 12.24d_I, Intersection Delay [s/veh] EDAAApproach LOS 47.7133.440.831.04d_A, Approach Delay [s/veh] 113.10113.1056.0263.8163.8163.8148.3748.3748.3764.6564.6564.6595th-Percentile Queue Length [ft] 4.524.522.242.552.552.551.931.931.932.592.592.5995th-Percentile Queue Length [veh] DEFCEFAAAAAAMovement LOS 34.9947.7567.4324.1138.0265.250.000.008.470.000.008.24d_M, Delay for Movement [s/veh] 0.140.540.500.070.370.050.000.000.040.000.000.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.610Volume to Capacity (v/c): ELevel Of Service: 45.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 32013388190176190Total Analysis Volume [veh/h] 803322484447Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.85800.85800.85800.85800.85800.8580Peak Hour Factor 28611979170151163Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.800.000.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28611979170151163Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 14.86d_I, Intersection Delay [s/veh] AAEApproach LOS 2.380.0041.61d_A, Approach Delay [s/veh] 0.008.590.000.00196.74196.7495th-Percentile Queue Length [ft] 0.000.340.000.007.877.8795th-Percentile Queue Length [veh] AAAAEEMovement LOS 0.008.110.000.0037.9245.03d_M, Delay for Movement [s/veh] 0.000.100.000.000.220.61V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.468Volume to Capacity (v/c): BLevel Of Service: 13.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 002Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 3401104987163228266Total Analysis Volume [veh/h] 85276247415766Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.93600.93600.93600.93600.93600.9360Peak Hour Factor 3281065952157222259Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.001.801.001.902.800.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3281065952157222259Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.04.04.00.00.04.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 066660034Split [s] 0.02.02.00.00.02.0All red [s] 0.04.04.00.00.04.0Amber [s] 030300030Maximum Green [s] 060600015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 112.09197.07169.29126.42244.89276.7395th-Percentile Queue Length [ft] 4.487.886.775.069.8011.0795th-Percentile Queue Length [veh] 62.27110.7794.0570.23145.86169.8650th-Percentile Queue Length [ft] 2.494.433.762.815.836.7950th-Percentile Queue Length [veh] NoNoNoYesNoYesCritical Lane Group AAACDDLane Group LOS 6.196.886.4620.1646.1746.05d, Delay for Lane Group [s/veh] 0.300.440.390.470.830.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.670.560.464.536.366.12d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.11k, delay calibration 5.516.316.0015.6339.8139.93d1, Uniform Delay [s] 113725052525346275315c, Capacity [veh/h] 16133554358250915711802s, saturation flow rate [veh/h] 0.210.310.280.320.150.15(v / s)_i Volume / Saturation Flow Rate 0.710.710.710.710.170.17g / C, Green / Cycle 717171711717g_i, Effective Green Time [s] 4.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.46 6.88 6.1946.05d_M, Delay for Movement [s/veh]20.1646.17 AA ADMovement LOS CD 6.718.40d_A, Approach Delay [s/veh]46.10 AAApproach LOS D 13.64d_I, Intersection Delay [s/veh] BIntersection LOS 0.468Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 12 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.508Volume to Capacity (v/c): CLevel Of Service: 26.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 15777524297852115291549634304305Total Analysis Volume [veh/h] 39194674213297392497676Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 15676824294844114281489233292293Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.601.804.500.001.600.600.000.001.103.000.300.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15676824294844114281489233292293Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0680068006200620Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0600060001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 130Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 386.07405.3826.40253.37358.07155.9873.6775.45106.2727.05259.51317.0695th-Percentile Queue Length [ft] 15.4416.221.0610.1314.326.242.953.024.251.0810.3812.6895th-Percentile Queue Length [veh] 255.10270.5114.67152.21232.9286.6540.9341.9259.0415.03156.82200.8550th-Percentile Queue Length [ft] 10.2010.820.596.099.323.471.641.682.360.606.278.0350th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoNoNoYesCritical Lane Group CCCCCDCCCBCCLane Group LOS 25.8625.8234.8823.3124.8944.9820.2120.1632.5819.4923.6733.70d, Delay for Lane Group [s/veh] 0.560.560.100.400.520.530.110.110.230.050.350.55X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.620.590.190.340.251.980.270.241.270.121.103.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 25.2325.2334.6922.9724.6443.0019.9519.9231.3119.3722.5729.88d1, Uniform Delay [s] 8148642347481649218827874420721872558c, Capacity [veh/h] 1759186662916153561606179819001080156818941216s, saturation flow rate [veh/h] 0.260.260.040.180.240.190.050.050.090.020.160.25(v / s)_i Volume / Saturation Flow Rate 0.460.460.460.460.460.460.460.460.460.460.460.46g / C, Green / Cycle 606060606060606060606060g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 24.89 23.3144.98 34.88 25.8625.8320.2133.70 23.67d_M, Delay for Movement [s/veh]20.1819.49 32.58 C CD CCCCCMovement LOS C CBC 26.35 26.06d_A, Approach Delay [s/veh]24.4528.21 C CApproach LOS C C 26.47d_I, Intersection Delay [s/veh] CIntersection LOS 0.508Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.500Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1233Bicycle Volume [bicycles/h] 4110Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 7022123842436537195816874494Total Analysis Volume [veh/h] 1763966913180144218124Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.94800.94800.94800.94800.94800.94800.94800.94800.94800.94800.94800.9480Peak Hour Factor 6621113642334527105716863488Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6621113642334527105716863488Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0250682500681308227Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0450904500903009030Maximum Green [s] 0200602000601006010Minimum Green [s] --------Lead--LeadLead / Lag 6,8Auxiliary Signal Groups 040680061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 18 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 111.5514.2985.1827.6346.20223.34227.1216.50227.16227.91214.0995th-Percentile Queue Length [ft] 4.460.573.411.111.858.939.080.669.099.128.5695th-Percentile Queue Length [veh] 61.977.9447.3215.3525.67129.89132.679.16132.70133.25123.1150th-Percentile Queue Length [ft] 2.480.321.890.611.035.205.310.375.315.334.9250th-Percentile Queue Length [veh] YesNoNoNoNoNoNoYesNoNoYesCritical Lane Group DDADDBBABBBLane Group LOS 44.8244.903.3542.3050.2912.6512.614.8810.2410.2213.90d, Delay for Lane Group [s/veh] 0.330.050.300.080.190.340.340.100.360.360.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.700.070.580.100.460.830.800.240.820.816.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.370.500.500.50k, delay calibration 44.1244.832.7642.2049.8411.8211.804.649.429.417.49d1, Uniform Delay [s] 27625612973171941117114959212331242686c, Capacity [veh/h] 165514091595190013241848190076018861900898s, saturation flow rate [veh/h] 0.060.010.240.010.030.210.210.080.240.230.55(v / s)_i Volume / Saturation Flow Rate 0.170.170.810.170.170.610.610.750.650.650.75g / C, Green / Cycle 2020982020737390787890g_i, Effective Green Time [s] 3.003.000.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.30 3.3550.29 44.90 44.8244.8212.6513.90 10.23d_M, Delay for Movement [s/veh]12.6310.24 4.88 D AD DDDBBMovement LOS B BBA 9.26 44.83d_A, Approach Delay [s/veh]12.0911.54 A DApproach LOS B B 12.59d_I, Intersection Delay [s/veh] BIntersection LOS 0.500Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.418Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 3533631143624226Total Analysis Volume [veh/h] 98478109607Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95400.95400.95400.95400.95400.9540Peak Hour Factor 3533430943324026Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 5.700.900.600.701.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3533430943324026Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.04.00.04.04.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 039021210Split [s] 0.02.00.02.02.00.0All red [s] 0.04.00.04.04.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 16.69203.8784.65122.7559.249.8895th-Percentile Queue Length [ft] 0.678.153.394.912.370.4095th-Percentile Queue Length [veh] 9.27115.6847.0368.1932.915.4950th-Percentile Queue Length [ft] 0.374.631.882.731.320.2250th-Percentile Queue Length [veh] NoYesNoYesNoNoCritical Lane Group BCAAABLane Group LOS 18.4826.387.778.236.7611.50d, Delay for Lane Group [s/veh] 0.100.830.340.400.220.05X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.134.311.001.120.480.20d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 18.3622.076.787.116.2711.30d1, Uniform Delay [s] 34640792010821076502c, Capacity [veh/h] 15281793160518871877968s, saturation flow rate [veh/h] 0.020.190.190.230.130.03(v / s)_i Volume / Saturation Flow Rate 0.230.230.570.570.570.57g / C, Green / Cycle 141434343434g_i, Effective Green Time [s] 4.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 7.77 26.38 18.4811.50d_M, Delay for Movement [s/veh]8.236.76 CA BBMovement LOS AA 25.648.04d_A, Approach Delay [s/veh]7.22 CAApproach LOS A 12.59d_I, Intersection Delay [s/veh] BIntersection LOS 0.418Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.088Volume to Capacity (v/c): CLevel Of Service: 18.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 1022730016432140Total Analysis Volume [veh/h] 2677541835Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.92700.92700.92700.92700.92700.9270Peak Hour Factor 952529015831135Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.004.001.701.300.001.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 952529015831135Base Volume Input [veh/h] Name volumes 25 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 3.72d_I, Intersection Delay [s/veh] BAAApproach LOS 12.042.790.00d_A, Approach Delay [s/veh] 18.7118.7136.3736.370.000.0095th-Percentile Queue Length [ft] 0.750.751.451.450.000.0095th-Percentile Queue Length [veh] BCAAAAMovement LOS 10.4418.090.007.890.000.00d_M, Delay for Movement [s/veh] 0.110.090.000.120.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.706Volume to Capacity (v/c): CLevel Of Service: 24.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 2033Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1585512338573208123540924Total Analysis Volume [veh/h] 39112882128020591026Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.87600.8760Peak Hour Factor 1445467297462927421437322Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.100.002.103.400.000.000.001.709.606.101.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1445467297462927421437322Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0450045003500350Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 476.6918.46204.4773.15149.41272.5395th-Percentile Queue Length [ft] 19.070.748.182.935.9810.9095th-Percentile Queue Length [veh] 328.1510.26116.1140.6483.01166.6750th-Percentile Queue Length [ft] 13.130.414.641.633.326.6750th-Percentile Queue Length [veh] YesNoNoNoNoYesCritical Lane Group CBCCBCLane Group LOS 30.3810.9220.0933.7419.8022.45d, Delay for Lane Group [s/veh] 0.870.050.450.330.410.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 10.480.022.023.582.113.07d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.400.110.500.500.500.50k, delay calibration 19.9010.9018.0730.1617.6919.38d1, Uniform Delay [s] 777902725245579761c, Capacity [veh/h] 14371756186090514851831s, saturation flow rate [veh/h] 0.470.030.180.090.160.24(v / s)_i Volume / Saturation Flow Rate 0.490.490.390.390.390.39g / C, Green / Cycle 393931313131g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 10.92 10.9210.92 30.38 30.3830.3820.0922.45 22.45d_M, Delay for Movement [s/veh]20.0919.80 33.74 B BB CCCCCMovement LOS C CBC 10.92 30.38d_A, Approach Delay [s/veh]22.8021.52 B CApproach LOS C C 24.87d_I, Intersection Delay [s/veh] CIntersection LOS 0.706Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.217Volume to Capacity (v/c): CLevel Of Service: 20.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 644312846112965Total Analysis Volume [veh/h] 1610871153216Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81600.81600.81600.81600.81600.8160Peak Hour Factor 543662415211055Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.901.103.807.700.901.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 543662415211055Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 3.36d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.5315.19d_A, Approach Delay [s/veh] 0.000.0036.6236.6220.2120.1995th-Percentile Queue Length [ft] 0.000.001.461.460.810.8195th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.6812.6220.29d_M, Delay for Movement [s/veh] 0.000.000.000.060.210.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.294Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0102Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 110917022911024117620710117Total Analysis Volume [veh/h] 032425702604452229Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.88900.88900.88900.88900.88900.88900.88900.88900.88900.88900.88900.8890Peak Hour Factor 198157212192231631929108Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.0012.502.501.900.0011.101.301.806.3011.101.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 198157212192231631929108Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.03.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 035003600551955350Split [s] 0.02.00.00.02.00.00.02.02.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 060006000602560600Maximum Green [s] 030003000301030300Minimum Green [s] --------Lead---Lead / Lag 6,8Auxiliary Signal Groups 020040083860Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 12.77114.80155.730.72114.5676.090.8294.6095th-Percentile Queue Length [ft] 0.514.596.230.034.583.040.033.7895th-Percentile Queue Length [veh] 7.0963.7886.520.4063.6542.270.4652.5650th-Percentile Queue Length [ft] 0.282.553.460.022.551.690.022.1050th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CBCCBBACLane Group LOS 20.7419.9720.3022.4610.8310.700.2123.82d, Delay for Lane Group [s/veh] 0.050.280.320.000.240.240.140.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.041.131.140.010.560.410.050.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.270.110.11k, delay calibration 20.7018.8419.1622.4510.2710.290.1623.49d1, Uniform Delay [s] 44361172541710357451435451c, Capacity [veh/h] 11541572186511471863131315191124s, saturation flow rate [veh/h] 0.020.110.120.000.130.130.140.11(v / s)_i Volume / Saturation Flow Rate 0.330.390.390.390.560.560.940.33g / C, Green / Cycle 3035353550508530g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.000.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.30 19.9722.46 20.74 20.7420.7410.8323.82 23.82d_M, Delay for Movement [s/veh]10.830.21 10.70 C BC CCCBCMovement LOS C BAB 20.17 20.74d_A, Approach Delay [s/veh]10.779.19 C CApproach LOS A B 13.68d_I, Intersection Delay [s/veh] BIntersection LOS 0.294Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.029Volume to Capacity (v/c): CLevel Of Service: 18.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0600Pedestrian Volume [ped/h] 41731911178987423547359Total Analysis Volume [veh/h] 14353452419611292Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89500.89500.89500.89500.89500.89500.89500.89500.89500.89500.89500.8950Peak Hour Factor 41611810166916921544338Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.500.000.000.600.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41611810166916921544338Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.92d_I, Intersection Delay [s/veh] AABBApproach LOS 0.742.6411.8113.38d_A, Approach Delay [s/veh] 12.2012.2012.2019.0419.0419.0414.3614.3614.3615.7215.7215.7295th-Percentile Queue Length [ft] 0.490.490.490.760.760.760.570.570.570.630.630.6395th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.610.000.007.7410.2815.5817.2410.6315.8918.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.070.090.060.020.050.090.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.279Volume to Capacity (v/c): CLevel Of Service: 18.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 3434Pedestrian Volume [ped/h] 2256167224024602931114Total Analysis Volume [veh/h] 1644186011107828Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.8930Peak Hour Factor 2238156722324502729106Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.700.006.000.900.000.000.000.000.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2238156722324502729106Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.44d_I, Intersection Delay [s/veh] AABCApproach LOS 0.460.0512.3918.18d_A, Approach Delay [s/veh] 20.9020.9020.9023.4423.4423.441.541.541.5445.6745.6745.6795th-Percentile Queue Length [ft] 0.840.840.840.940.940.940.060.060.061.831.831.8395th-Percentile Queue Length [veh] AAAAAAABBBCCMovement LOS 0.000.007.920.000.007.759.8014.1214.9514.8618.6718.90d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.010.000.040.070.28V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.346Volume to Capacity (v/c): FLevel Of Service: 74.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 1245637652367242859934557Total Analysis Volume [veh/h] 3114119139181071528614Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor 1215437451357041657933655Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.800.000.000.002.000.001.400.500.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1215437451357041657933655Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 11.04d_I, Intersection Delay [s/veh] CFAAApproach LOS 24.0655.960.861.18d_A, Approach Delay [s/veh] 66.4866.4866.48124.58124.58124.5861.9561.9561.9545.4645.4645.4695th-Percentile Queue Length [ft] 2.662.662.664.984.984.982.482.482.481.821.821.8295th-Percentile Queue Length [veh] CDEEFFAAAAAAMovement LOS 19.4533.1644.6345.7958.0574.430.000.008.110.000.008.54d_M, Delay for Movement [s/veh] 0.180.290.030.130.260.350.000.000.050.000.000.05V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 42 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.443Volume to Capacity (v/c): BLevel Of Service: 18.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 2032620Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 83506160000521630015891Total Analysis Volume [veh/h] 21126400001341004023Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.82400.82400.82401.00001.00001.00000.82400.82401.00001.00000.82400.8240Peak Hour Factor 71434137000451400013678Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.200.002.002.002.002.200.702.002.002.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 71434137000451400013678Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 43 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 040000002000200Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 44 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 205.21222.0059.6773.0395th-Percentile Queue Length [ft] 8.218.882.392.9295th-Percentile Queue Length [veh] 116.65128.9033.1540.5750th-Percentile Queue Length [ft] 4.675.161.331.6250th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group CCAALane Group LOS 24.1023.567.869.36d, Delay for Lane Group [s/veh] 0.830.830.240.33X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 4.183.660.661.19d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 19.9219.907.208.17d1, Uniform Delay [s] 426480881749c, Capacity [veh/h] 1472165616211227s, saturation flow rate [veh/h] 0.240.240.130.20(v / s)_i Volume / Saturation Flow Rate 0.290.290.540.54g / C, Green / Cycle 17173333g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 45 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 23.56 24.1023.857.869.36 9.36d_M, Delay for Movement [s/veh]7.860.00 0.00 CCCAAMovement LOS A A 0.00 23.81d_A, Approach Delay [s/veh]7.869.36 A CApproach LOS A A 18.02d_I, Intersection Delay [s/veh] BIntersection LOS 0.443Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 46 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.370Volume to Capacity (v/c): BLevel Of Service: 12.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1116191Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000103362340357511962950Total Analysis Volume [veh/h] 000269090891349740Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.92400.92400.92401.00000.92400.92400.92400.92401.0000Peak Hour Factor 00099348330344491892840Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.000.000.300.002.000.302.001.102.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00099348330344491892840Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 47 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 48 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 127.24145.3695.6717.7048.7175.6495th-Percentile Queue Length [ft] 5.095.813.830.711.953.0395th-Percentile Queue Length [veh] 70.6980.7653.159.8427.0642.0250th-Percentile Queue Length [ft] 2.833.232.130.391.081.6850th-Percentile Queue Length [veh] YesNoYesNoNoNoCritical Lane Group CCABAALane Group LOS 21.7921.387.7110.136.807.22d, Delay for Lane Group [s/veh] 0.640.620.360.090.240.30X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.841.501.020.330.670.81d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 19.9519.886.699.806.136.42d1, Uniform Delay [s] 364429989551829971c, Capacity [veh/h] 14371694170597014301673s, saturation flow rate [veh/h] 0.160.160.210.050.140.18(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 49 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.52 21.7921.38 0.00 0.000.000.000.00 7.22d_M, Delay for Movement [s/veh]7.716.80 10.13 C CCAMovement LOS AAB 21.57 0.00d_A, Approach Delay [s/veh]8.017.05 C AApproach LOS A A 12.51d_I, Intersection Delay [s/veh] BIntersection LOS 0.370Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 50 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.439Volume to Capacity (v/c): ALevel Of Service: 9.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 0512Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1527457568134153Total Analysis Volume [veh/h] 3818618920838Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.87900.87900.87900.87900.87900.8790Peak Hour Factor 1386756857331140Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.401.901.301.400.002.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1386756857331140Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 51 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 044440021Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 015150015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 52 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 130.13125.58152.0196.88111.2595th-Percentile Queue Length [ft] 5.215.026.083.884.4595th-Percentile Queue Length [veh] 72.3069.7784.4553.8261.8150th-Percentile Queue Length [ft] 2.892.793.382.152.4750th-Percentile Queue Length [veh] NoNoNoYesYesCritical Lane Group AAAACLane Group LOS 8.097.698.888.3923.23d, Delay for Lane Group [s/veh] 0.460.430.520.470.52X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 1.551.301.992.151.16d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.11k, delay calibration 6.546.396.896.2322.07d1, Uniform Delay [s] 9791041953735360c, Capacity [veh/h] 15781678153610751594s, saturation flow rate [veh/h] 0.280.270.320.320.12(v / s)_i Volume / Saturation Flow Rate 0.620.620.620.620.22g / C, Green / Cycle 4040404015g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 53 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 8.71 7.85 8.0923.23d_M, Delay for Movement [s/veh]8.3923.23 AA ACMovement LOS AC 7.898.68d_A, Approach Delay [s/veh]23.23 AAApproach LOS C 9.73d_I, Intersection Delay [s/veh] AIntersection LOS 0.439Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 54 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.640Volume to Capacity (v/c): DLevel Of Service: 36.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 200681104761728634000375Total Analysis Volume [veh/h] 501700011943221100094Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.87200.87201.00001.00000.87200.87201.00001.00001.00000.87201.00000.8720Peak Hour Factor 180612104281558633630341Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.702.000.000.002.801.900.000.000.000.802.000.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 180612104281558633630341Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardName volumes 55 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03500481304700470Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040083Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 56 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 398.29421.380.84147.06147.06105.369.94296.83448.3895th-Percentile Queue Length [ft] 15.9316.860.035.885.884.210.4011.8717.9495th-Percentile Queue Length [veh] 264.84283.350.4681.7081.7058.535.52185.23305.1450th-Percentile Queue Length [ft] 10.5911.330.023.273.272.340.227.4112.2150th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group DDCBBCBCELane Group LOS 43.5842.6630.1616.9016.9021.3115.8925.2967.11d, Delay for Lane Group [s/veh] 0.870.870.000.320.320.500.030.630.93X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.9812.060.010.240.241.140.134.7930.28d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.330.330.110.110.110.110.500.500.50k, delay calibration 30.6030.6030.1616.6616.6620.1715.7620.4936.83d1, Uniform Delay [s] 489529247752752343490631403c, Capacity [veh/h] 1547167683916631663828100514251272s, saturation flow rate [veh/h] 0.270.270.000.140.140.210.020.280.29(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.450.450.450.440.440.44g / C, Green / Cycle 303030434343424242g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 57 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 16.90 16.9021.31 30.16 43.5842.9615.8967.11 25.29d_M, Delay for Movement [s/veh]15.8925.29 15.89 B BC DCDBCMovement LOS E BCB 18.07 43.09d_A, Approach Delay [s/veh]15.8945.52 B DApproach LOS D B 36.72d_I, Intersection Delay [s/veh] DIntersection LOS 0.640Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-2-Ring 1 Sequence 58 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 519.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 18298221601841011140116Total Analysis Volume [veh/h] 45246001502100028029Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.80100.80101.00001.00000.80100.80101.00001.00001.00000.80101.00000.8010Peak Hour Factor 150811214966910195097Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.100.000.002.600.000.000.000.002.102.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 150811214966910195097Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 59 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 54.82d_I, Intersection Delay [s/veh] AADFApproach LOS 0.011.4528.92492.04d_A, Approach Delay [s/veh] 0.0050.32100.640.000.0011.950.990.990.99457.13457.13457.1395th-Percentile Queue Length [ft] 0.002.014.030.000.000.480.040.040.0418.2918.2918.2995th-Percentile Queue Length [veh] AAAAABBFEFFFMovement LOS 0.000.008.660.000.0011.8810.4568.7347.38470.29519.35513.41d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.140.000.000.010.250.001.64V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0001Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 60 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 56.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 60134Pedestrian Volume [ped/h] 265014034705251920461125Total Analysis Volume [veh/h] 7103511181315511531Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor 255013934705221920458124Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.001.400.000.001.400.400.000.000.900.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 255013934705221920458124Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 61 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 3.09d_I, Intersection Delay [s/veh] CCAAApproach LOS 16.1217.080.261.89d_A, Approach Delay [s/veh] 7.137.137.1335.7835.7835.7892.8492.8492.84109.22109.22109.2295th-Percentile Queue Length [ft] 0.290.290.291.431.431.433.713.713.714.374.374.3795th-Percentile Queue Length [veh] BEFCEEAAAAAAMovement LOS 12.2736.1556.0915.8438.1244.920.000.008.390.000.009.17d_M, Delay for Movement [s/veh] 0.050.040.000.270.020.040.000.010.020.000.000.13V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 62 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.860Volume to Capacity (v/c): FLevel Of Service: 93.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 07120Pedestrian Volume [ped/h] 1203541131492429652544662Total Analysis Volume [veh/h] 30114313767413141171Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.93700.9370Peak Hour Factor 1123511031402328951534552Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.900.000.000.0033.300.004.301.000.001.900.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1123511031402328951534552Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 63 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 15.65d_I, Intersection Delay [s/veh] CFAAApproach LOS 21.9291.831.200.03d_A, Approach Delay [s/veh] 58.1158.1158.11166.32166.32166.320.000.003.880.000.000.1295th-Percentile Queue Length [ft] 2.322.322.326.656.656.650.000.000.160.000.000.0095th-Percentile Queue Length [veh] CDDFFFAAAAAAMovement LOS 18.8526.7528.4677.3888.5792.960.000.008.580.000.007.92d_M, Delay for Movement [s/veh] 0.210.010.240.020.010.860.000.000.050.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.503Volume to Capacity (v/c): FLevel Of Service: 103.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 17100Pedestrian Volume [ped/h] 85572215441575549438583946Total Analysis Volume [veh/h] 21146411014141239141011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor 84562215435565448737573845Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.200.000.000.000.700.000.000.400.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 84562215435565448737573845Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 65 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 14.92d_I, Intersection Delay [s/veh] EAAFApproach LOS 48.810.970.5585.11d_A, Approach Delay [s/veh] 113.24113.24113.240.000.004.380.000.002.73144.07144.07144.0795th-Percentile Queue Length [ft] 4.534.534.530.000.000.180.000.000.115.765.765.7695th-Percentile Queue Length [veh] EFFAAAAAAFFFMovement LOS 39.6955.2267.420.000.008.700.000.008.4570.5585.15103.42d_M, Delay for Movement [s/veh] 0.140.340.210.000.000.060.000.000.040.100.230.50V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 66 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.030Volume to Capacity (v/c): FLevel Of Service: 59.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0530Pedestrian Volume [ped/h] 1415104199368353318132Total Analysis Volume [veh/h] 4380150928815011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.94100.94100.94100.94100.94100.94100.94100.94100.94100.94100.94100.9410Peak Hour Factor 1414804195361346318132Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.700.000.000.000.600.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1414804195361346318132Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 67 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 8.41d_I, Intersection Delay [s/veh] AACEApproach LOS 0.005.4416.2136.49d_A, Approach Delay [s/veh] 0.000.000.000.000.0026.1781.9081.9081.903.893.893.8995th-Percentile Queue Length [ft] 0.000.000.000.000.001.053.283.283.280.160.160.1695th-Percentile Queue Length [veh] AAAAAACDDBDFMovement LOS 0.000.007.610.000.008.4415.1033.8034.9710.8329.5359.77d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.260.400.020.120.000.020.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 68 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with ALevel Of Service: 9.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 000Pedestrian Volume [ped/h] 2180223151742Total Analysis Volume [veh/h] 1455638191Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.86000.86000.86000.86000.86000.8600Peak Hour Factor 2161200135642Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.600.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2161200135642Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 69 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with AIntersection LOS 9.09Intersection Delay [s/veh] AAAApproach LOS 9.798.878.47Approach Delay [s/veh] 25.3927.4520.058.6295th-Percentile Queue Length [ft] 1.021.100.800.3495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 70 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 15.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 86111204116Pedestrian Volume [ped/h] 1146599274434452267812925218Total Analysis Volume [veh/h] 281625711811562032635Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.8930Peak Hour Factor 1066092243930422107312023417Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.001.700.000.000.000.000.000.000.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1066092243930422107312023417Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 71 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 15.78Intersection Delay [s/veh] BBCCApproach LOS 14.4811.2716.2017.50Approach Delay [s/veh] 63.0817.8788.59108.6895th-Percentile Queue Length [ft] 2.520.713.544.3595th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 14.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 73694842Pedestrian Volume [ped/h] 157241104639590242928297171Total Analysis Volume [veh/h] 418102616242360277443Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.89300.8930Peak Hour Factor 13643797598884225826276159Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.001.000.000.000.000.000.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 13643797598884225826276159Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 73 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 14.42Intersection Delay [s/veh] BBBCApproach LOS 11.8514.2413.5915.75Approach Delay [s/veh] 23.2058.4812.9460.9190.0135.4495th-Percentile Queue Length [ft] 0.932.340.522.443.601.4295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.744Volume to Capacity (v/c): CLevel Of Service: 28.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 4318192Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 11750320524481127169831665110494Total Analysis Volume [veh/h] 29126513112032422142132624Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.95300.95300.95300.95300.95300.95300.95300.95300.95300.95300.95300.9530Peak Hour Factor 1164992052047712616882165499990Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.900.600.000.002.100.000.000.000.002.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1164992052047712616882165499990Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 75 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03800642602100210Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 01500151001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 85Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 76 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 305.6719.07462.00119.20267.20227.97144.68148.9595th-Percentile Queue Length [ft] 12.230.7618.484.7710.699.125.795.9695th-Percentile Queue Length [veh] 192.0410.59316.1966.22162.63133.2980.3882.7550th-Percentile Queue Length [ft] 7.680.4212.652.656.515.333.223.3150th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoCritical Lane Group BDBDDEDFLane Group LOS 14.4639.8915.6639.2352.0374.8235.5483.74d, Delay for Lane Group [s/veh] 0.630.170.850.630.800.850.480.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.060.695.763.1819.1834.964.9541.67d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.170.110.350.110.500.500.500.50k, delay calibration 13.4039.219.8936.0532.8439.8730.5942.07d1, Uniform Delay [s] 9911171177202314195325118c, Capacity [veh/h] 1821570170318101642117716991134s, saturation flow rate [veh/h] 0.340.040.590.070.150.140.090.08(v / s)_i Volume / Saturation Flow Rate 0.540.540.690.110.190.190.190.19g / C, Green / Cycle 4646591016161616g_i, Effective Green Time [s] 3.003.003.001.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.003.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 77 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 15.66 15.6639.23 39.89 14.4614.4652.0383.74 35.54d_M, Delay for Movement [s/veh]52.0335.54 74.82 B BD BDBDDMovement LOS F DDE 18.30 15.25d_A, Approach Delay [s/veh]61.0853.74 B BApproach LOS D E 28.45d_I, Intersection Delay [s/veh] CIntersection LOS 0.744Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 78 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 17.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 33291218Pedestrian Volume [ped/h] 40246680260132576841713172Total Analysis Volume [veh/h] 1061220653314171023318Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor 38236677250127556539712669Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.000.000.400.800.000.000.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 38236677250127556539712669Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 79 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 17.87Intersection Delay [s/veh] BCBBApproach LOS 14.5523.7112.3413.71Approach Delay [s/veh] 66.49166.9831.5745.1895th-Percentile Queue Length [ft] 2.666.681.261.8195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 80 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 7412928Pedestrian Volume [ped/h] 1494657225147117Total Analysis Volume [veh/h] 371114563729Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.81900.81900.81900.81900.81900.8190Peak Hour Factor 1273949192125100Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.800.000.000.500.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1273949192125100Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 81 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.29Intersection Delay [s/veh] ABBApproach LOS 9.8510.4910.40Approach Delay [s/veh] 27.4142.9239.7995th-Percentile Queue Length [ft] 1.101.721.5995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.344Volume to Capacity (v/c): FLevel Of Service: 71.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 24222Pedestrian Volume [ped/h] 5258684684388913314180Total Analysis Volume [veh/h] 13146211711022381020Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.93100.93100.93100.93100.93100.93100.93100.93100.93100.93100.93100.9310Peak Hour Factor 5056884663378613303870Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.900.000.000.602.700.000.006.702.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5056884663378613303870Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 83 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 3.62d_I, Intersection Delay [s/veh] AADCApproach LOS 0.110.4732.3518.58d_A, Approach Delay [s/veh] 153.61153.61153.61197.18197.18197.1818.2346.9946.9913.6513.6513.6595th-Percentile Queue Length [ft] 6.146.146.147.897.897.890.731.881.880.550.550.5595th-Percentile Queue Length [veh] AAAAAABFFCEFMovement LOS 0.000.008.980.000.009.0014.9858.7971.1215.2535.6559.09d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.040.200.100.340.090.060.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 84 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.389Volume to Capacity (v/c): CLevel Of Service: 25.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 12617733515981116Total Analysis Volume [veh/h] 314484402029Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.93500.93500.93500.93500.93500.9350Peak Hour Factor 11215829814276108Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.801.302.600.701.300.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11215829814276108Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 85 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.63d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.6621.72d_A, Approach Delay [s/veh] 0.000.000.0010.7563.6363.6395th-Percentile Queue Length [ft] 0.000.000.000.432.552.5595th-Percentile Queue Length [veh] AAAACCMovement LOS 0.000.000.008.2517.0724.98d_M, Delay for Movement [s/veh] 0.000.000.000.130.090.39V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 86 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.322Volume to Capacity (v/c): CLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 13529421778143116Total Analysis Volume [veh/h] 347354193629Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.94300.94300.94300.94300.94300.9430Peak Hour Factor 12126419570135109Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.703.006.602.905.201.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12126419570135109Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 87 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.70d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.2315.29d_A, Approach Delay [s/veh] 0.000.000.005.5719.8834.0795th-Percentile Queue Length [ft] 0.000.000.000.220.801.3695th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.4411.7519.65d_M, Delay for Movement [s/veh] 0.000.000.000.070.210.32V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 88 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.057Volume to Capacity (v/c): CLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 31824656351515Total Analysis Volume [veh/h] 8061615944Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.82600.82600.82600.82600.82600.8260Peak Hour Factor 24118494811212Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.505.600.002.708.300.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24118494811212Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 89 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.67d_I, Intersection Delay [s/veh] AACApproach LOS 0.650.0016.71d_A, Approach Delay [s/veh] 0.002.100.000.007.267.2695th-Percentile Queue Length [ft] 0.000.080.000.000.290.2995th-Percentile Queue Length [veh] AAAABCMovement LOS 0.009.200.000.0013.7419.67d_M, Delay for Movement [s/veh] 0.000.030.000.010.030.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.320Volume to Capacity (v/c): FLevel Of Service: 91.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 3170190000553512289980Total Analysis Volume [veh/h] 7905000013813572490Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87901.00000.87901.00001.00001.00001.00000.87900.87900.87900.87901.0000Peak Hour Factor 2790170000486452008770Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 4.002.005.902.002.002.002.001.800.003.502.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2790170000486452008770Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 91 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 4.23d_I, Intersection Delay [s/veh] DAAAApproach LOS 25.450.001.000.00d_A, Approach Delay [s/veh] 97.790.0028.710.000.000.000.000.007.260.000.000.0095th-Percentile Queue Length [ft] 3.910.001.150.000.000.000.000.000.290.000.000.0095th-Percentile Queue Length [veh] CFABAAMovement LOS 21.480.0091.760.000.000.000.000.0011.860.000.000.00d_M, Delay for Movement [s/veh] 0.600.000.320.000.000.000.000.010.090.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 92 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.519Volume to Capacity (v/c): BLevel Of Service: 15.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0006702332935100561475Total Analysis Volume [veh/h] 0001705878800140119Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.89201.00000.89200.89200.89201.00001.00000.89200.8920Peak Hour Factor 0006002082631300500424Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.001.702.002.407.700.902.002.001.002.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0006002082631300500424Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 93 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.03.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000020035005015Split [s] 0.00.00.00.00.02.00.02.00.00.02.02.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 94 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 44.78217.04177.06131.36126.4695th-Percentile Queue Length [ft] 1.798.687.085.255.0695th-Percentile Queue Length [veh] 24.88125.2698.3772.9870.2650th-Percentile Queue Length [ft] 1.005.013.932.922.8150th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group CDBABLane Group LOS 26.7748.0513.956.1010.24d, Delay for Lane Group [s/veh] 0.300.930.470.470.62X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.7318.971.941.363.85d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.160.500.500.50k, delay calibration 26.0429.0812.014.736.39d1, Uniform Delay [s] 2262518111184760c, Capacity [veh/h] 14291590167216931078s, saturation flow rate [veh/h] 0.050.150.230.330.44(v / s)_i Volume / Saturation Flow Rate 0.160.160.490.700.70g / C, Green / Cycle 1111344949g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 95 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 26.7748.05 0.00 0.000.0013.9510.24 6.10d_M, Delay for Movement [s/veh]13.950.00 0.00 CDBAMovement LOS B B 43.30 0.00d_A, Approach Delay [s/veh]13.958.00 D AApproach LOS A B 15.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.519Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 96 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.422Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9127785723105618507851116269Total Analysis Volume [veh/h] 237191462615213191329017Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.97500.97500.97500.97500.97500.97500.97500.97500.97500.97500.97500.9750Peak Hour Factor 8926765622102577977348108965Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 3.400.000.003.600.001.000.000.700.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8926765622102577977348108965Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 97 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 027002700551305513Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 015001500301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 98 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 114.7580.0675.38116.1921.97187.0718.7518.47268.2315.7595th-Percentile Queue Length [ft] 4.593.203.024.650.887.480.750.7410.730.6395th-Percentile Queue Length [veh] 63.7544.4841.8864.5512.21103.9310.4210.26163.418.7550th-Percentile Queue Length [ft] 2.551.781.682.580.494.160.420.416.540.3550th-Percentile Queue Length [veh] NoNoNoYesNoNoYesNoYesNoCritical Lane Group DDDDAAAABALane Group LOS 37.6441.4736.1746.377.329.586.447.3811.354.73d, Delay for Lane Group [s/veh] 0.450.360.300.580.060.380.150.050.530.11X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.231.020.642.860.120.500.630.100.910.36d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.500.500.500.500.500.50k, delay calibration 36.4140.4535.5343.507.219.085.817.2910.444.38d1, Uniform Delay [s] 26121626318299822205119932203625c, Capacity [veh/h] 16721339168812811615359267516153585814s, saturation flow rate [veh/h] 0.070.060.050.080.040.240.120.030.320.08(v / s)_i Volume / Saturation Flow Rate 0.160.160.160.160.620.620.740.610.610.74g / C, Green / Cycle 15151515595970585870g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 99 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 36.17 36.1746.37 41.47 37.6437.647.324.73 11.35d_M, Delay for Movement [s/veh]9.587.38 6.44 D DD DDDABMovement LOS A AAA 41.96 39.16d_A, Approach Delay [s/veh]9.2010.83 D DApproach LOS B A 14.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.422Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 100 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.556Volume to Capacity (v/c): CLevel Of Service: 24.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2704352555924115780684197217887122Total Analysis Volume [veh/h] 671096415603920171495422230Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94300.94300.94300.94300.94300.94300.94300.94300.94300.94300.94300.9430Peak Hour Factor 2624232485622714875645186205836115Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.400.503.501.404.400.003.201.101.302.600.901.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2624232485622714875645186205836115Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 101 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 434380501535359383812Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 45452004520909030909030Maximum Green [s] 1515501553030530305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 105Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 102 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 218.82194.72200.57257.34124.2840.57254.59139.81136.09336.7576.6695th-Percentile Queue Length [ft] 8.757.798.0210.294.971.6210.185.595.4413.473.0795th-Percentile Queue Length [veh] 126.57109.08113.29155.1969.0522.54153.1277.6775.60216.1842.5950th-Percentile Queue Length [ft] 5.064.364.536.212.760.906.123.113.028.651.7050th-Percentile Queue Length [veh] NoNoYesYesNoNoNoYesNoYesNoCritical Lane Group CCCCCBCCBCBLane Group LOS 24.2829.3030.2229.6223.0911.8622.8022.7415.2325.3416.66d, Delay for Lane Group [s/veh] 0.420.400.600.530.330.100.450.530.270.590.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.020.241.440.751.920.050.995.270.821.721.54d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.500.110.500.500.500.500.50k, delay calibration 22.2729.0628.7728.8721.1711.8121.8117.4714.4223.6115.13d1, Uniform Delay [s] 642108842357146984215043738081499443c, Capacity [veh/h] 157736001158175911351565357878115743585889s, saturation flow rate [veh/h] 0.170.120.220.170.140.050.190.250.140.250.14(v / s)_i Volume / Saturation Flow Rate 0.410.300.400.320.400.540.420.500.510.420.50g / C, Green / Cycle 4332423442574453544453g_i, Effective Green Time [s] 0.003.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLCLRCLRCLLane Group Lane Group Calculations 103 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 29.62 29.6223.09 30.22 24.2829.3011.8616.66 25.34d_M, Delay for Movement [s/veh]22.8015.23 22.74 C CC CCCBCMovement LOS B CBC 27.37 28.13d_A, Approach Delay [s/veh]21.8822.69 C CApproach LOS C C 24.52d_I, Intersection Delay [s/veh] CIntersection LOS 0.556Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 104 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.562Volume to Capacity (v/c): CLevel Of Service: 27.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1193758210525614814680210165965187Total Analysis Volume [veh/h] 30942026643737201251624147Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.95100.9510Peak Hour Factor 117368801032511451397639662918178Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.500.001.000.800.000.000.801.001.601.500.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 117368801032511451397639662918178Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 105 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 777787777803790368Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 130Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 106 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 122.95416.8083.01109.05283.92180.14358.73374.2566.03405.72412.24132.1395th-Percentile Queue Length [ft] 4.9216.673.324.3611.367.2114.3514.972.6416.2316.495.2995th-Percentile Queue Length [veh] 68.30279.6746.1260.58175.34100.08233.44245.7136.68270.78276.0173.4050th-Percentile Queue Length [ft] 2.7311.191.842.427.014.009.349.831.4710.8311.042.9450th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group CDCCDDCCBCCBLane Group LOS 29.6544.6431.4830.0240.3646.6021.5521.4515.7523.1023.0418.67d, Delay for Lane Group [s/veh] 0.210.720.230.190.500.560.490.490.270.540.540.47X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.801.930.330.740.748.161.841.741.712.182.133.84d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.500.110.500.500.500.500.500.500.50k, delay calibration 28.8542.7131.1529.2939.6238.4419.7119.7114.0420.9220.9114.83d1, Uniform Delay [s] 580518354561517266939991379948970402c, Capacity [veh/h] 1615189112331599188511321785188566518311872696s, saturation flow rate [veh/h] 0.070.200.070.070.140.130.260.260.150.280.280.27(v / s)_i Volume / Saturation Flow Rate 0.360.270.340.350.270.340.530.530.590.520.520.59g / C, Green / Cycle 473644463644686876676776g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 107 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.36 30.0246.60 31.48 29.6544.6421.5518.67 23.07d_M, Delay for Movement [s/veh]21.4923.10 15.75 D CD CCDCCMovement LOS B CCB 40.04 39.67d_A, Approach Delay [s/veh]20.9422.39 D DApproach LOS C C 27.59d_I, Intersection Delay [s/veh] CIntersection LOS 0.562Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 108 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.586Volume to Capacity (v/c): CLevel Of Service: 32.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 752432460243203206532703774178Total Analysis Volume [veh/h] 196161561515113317918520Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 722332357233194189489643468172Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.400.000.000.401.000.501.001.600.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 722332357233194189489643468172Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 109 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0330024003580358Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 05005003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 110 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 358.71320.65204.88164.97205.3346.01303.71307.4850.0195th-Percentile Queue Length [ft] 14.3512.838.206.608.211.8412.1512.302.0095th-Percentile Queue Length [veh] 233.43203.64116.4191.65116.7325.56190.53193.4327.7850th-Percentile Queue Length [ft] 9.348.154.663.674.671.027.627.741.1150th-Percentile Queue Length [veh] YesYesNoNoNoYesYesNoNoCritical Lane Group DDDCCBCCBLane Group LOS 50.6449.9938.8123.8623.7318.6727.6327.5817.38d, Delay for Lane Group [s/veh] 0.890.880.600.340.400.200.550.550.17X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.2410.561.711.530.871.233.143.080.83d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.190.170.110.500.500.500.500.500.50k, delay calibration 38.4039.4337.1022.3322.8617.4424.4924.4916.55d1, Uniform Delay [s] 3823453386041347356698710452c, Capacity [veh/h] 1816182917921607358282218501881998s, saturation flow rate [veh/h] 0.190.170.110.130.150.090.210.210.08(v / s)_i Volume / Saturation Flow Rate 0.210.190.190.380.380.450.380.380.45g / C, Green / Cycle 211919383845383845g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 111 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 49.99 49.9938.81 50.64 50.6450.6423.8617.38 27.60d_M, Delay for Movement [s/veh]23.7327.63 18.67 D DD DDDCCMovement LOS B CCB 45.50 50.64d_A, Approach Delay [s/veh]23.3326.67 D DApproach LOS C C 32.65d_I, Intersection Delay [s/veh] CIntersection LOS 0.586Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 112 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.698Volume to Capacity (v/c): DLevel Of Service: 53.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 19175717631604373308501130107632123Total Analysis Volume [veh/h] 481894481519377125322715831Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.95600.9560Peak Hour Factor 19075417531601371307499129107629122Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.500.800.000.000.801.601.301.400.000.000.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19075417531601371307499129107629122Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 113 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 63631908440525223545425Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 555055555555Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 114 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 131.04544.00191.28375.21380.43332.45261.55386.38272.21147.30481.52262.4395th-Percentile Queue Length [ft] 5.2421.767.6515.0115.2213.3010.4615.4610.895.8919.2610.5095th-Percentile Queue Length [veh] 72.80383.44106.61246.47250.62212.82158.36255.35166.4381.84332.09159.0350th-Percentile Queue Length [ft] 2.9115.344.269.8610.028.516.3310.216.663.2713.286.3650th-Percentile Queue Length [veh] YesYesNoNoNoNoYesNoNoNoYesNoCritical Lane Group BEFDDEBEFDEFLane Group LOS 10.5955.2985.8335.5335.5073.1416.7359.3991.5936.5861.0791.78d, Delay for Lane Group [s/veh] 0.170.650.560.390.390.650.310.540.650.170.640.62X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.342.907.181.391.375.580.812.2214.970.593.2613.92d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 10.2452.4078.6534.1434.1467.5615.9257.1676.6236.0057.8177.87d1, Uniform Delay [s] 10981156312813827575992932201628981197c, Capacity [veh/h] 160735893514185318852752159435681810161536031417s, saturation flow rate [veh/h] 0.120.210.050.170.170.140.190.140.070.070.180.09(v / s)_i Volume / Saturation Flow Rate 0.680.320.090.440.440.210.620.260.110.390.270.12g / C, Green / Cycle 12358167979371124720704922g_i, Effective Green Time [s] 1.003.001.003.003.001.003.003.001.001.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 3.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 115 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 35.51 35.5373.14 85.83 10.5955.2916.7391.78 61.07d_M, Delay for Movement [s/veh]59.3936.58 91.59 D DE BFEBEMovement LOS F EDF 49.44 52.48d_A, Approach Delay [s/veh]49.8662.41 D DApproach LOS E D 53.25d_I, Intersection Delay [s/veh] DIntersection LOS 0.698Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 116 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.398Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 133385315310271207Total Analysis Volume [veh/h] 339679786852Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.98300.98300.98300.98300.98300.9830Peak Hour Factor 141407333328286219Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.001.701.500.602.400.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 141407333328286219Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 117 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 02033133232Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 03030303030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedPermissiOverlapProtectedControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 118 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 124.03120.2152.9740.9218.73114.02141.0495th-Percentile Queue Length [ft] 4.964.812.121.640.754.565.6495th-Percentile Queue Length [veh] 68.9166.7829.4322.7310.4163.3478.3650th-Percentile Queue Length [ft] 2.762.671.180.910.422.533.1350th-Percentile Queue Length [veh] YesNoNoYesNoYesNoCritical Lane Group BBAAABCLane Group LOS 15.5014.884.915.114.4913.3128.87d, Delay for Lane Group [s/veh] 0.410.370.260.320.150.440.73X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.951.550.620.390.090.493.55d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.170.110.110.11k, delay calibration 13.5513.334.284.724.4012.8225.32d1, Uniform Delay [s] 6346911028736786618285c, Capacity [veh/h] 154216811533989108114191620s, saturation flow rate [veh/h] 0.170.150.180.240.110.190.13(v / s)_i Volume / Saturation Flow Rate 0.410.410.670.670.670.440.17g / C, Green / Cycle 27274444442811g_i, Effective Green Time [s] 3.003.003.000.000.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 119 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 4.94 15.08 15.5028.87d_M, Delay for Movement [s/veh]4.7913.31 BA BCMovement LOS AB 15.194.90d_A, Approach Delay [s/veh]20.05 BAApproach LOS C 12.66d_I, Intersection Delay [s/veh] BIntersection LOS 0.398Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 120 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.351Volume to Capacity (v/c): CLevel Of Service: 23.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 5828254662195362103781531Total Analysis Volume [veh/h] 15761115513155092048Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93001.00000.93000.93000.9300Peak Hour Factor 5627244459185159503578130Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.800.000.000.001.700.000.001.002.002.901.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5627244459185159503578130Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 121 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 019001900161001610Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 122 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 304.90338.4279.0678.32105.97107.4410.0395th-Percentile Queue Length [ft] 12.2013.543.163.134.244.300.4095th-Percentile Queue Length [veh] 191.44217.4943.9243.5158.8759.695.5750th-Percentile Queue Length [ft] 7.668.701.761.742.352.390.2250th-Percentile Queue Length [veh] YesNoNoNoYesNoNoCritical Lane Group FFAAAAALane Group LOS 160.24159.892.402.362.672.663.16d, Delay for Lane Group [s/veh] 0.970.990.240.230.290.290.05X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 76.3776.000.390.370.520.510.16d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 83.8783.902.012.002.152.153.01d1, Uniform Delay [s] 1141291428146714361459614c, Capacity [veh/h] 115613591647169316571683699s, saturation flow rate [veh/h] 0.100.090.200.200.260.260.04(v / s)_i Volume / Saturation Flow Rate 0.080.080.870.870.870.870.87g / C, Green / Cycle 1414156156156156156g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 123 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 159.89 159.89159.89 160.24 160.24160.242.403.16 2.67d_M, Delay for Movement [s/veh]2.382.67 0.00 F FF FFFAAMovement LOS A AA 159.89 160.24d_A, Approach Delay [s/veh]2.382.68 F FApproach LOS A A 23.44d_I, Intersection Delay [s/veh] CIntersection LOS 0.351Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 124 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.344Volume to Capacity (v/c): BLevel Of Service: 10.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 52793685573123588605484157Total Analysis Volume [veh/h] 13209211486147151421014Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92900.92900.92900.92900.92900.92900.92900.92900.92900.92900.92900.9290Peak Hour Factor 50763479532922563575280555Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.000.000.000.000.000.000.000.900.003.800.501.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 50763479532922563575280555Base Volume Input [veh/h] 19th AvenueName volumes 125 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0290029006100610Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030009000900Maximum Green [s] 05005003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 126 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 168.38174.4556.1556.7321.6390.4692.1817.1095th-Percentile Queue Length [ft] 6.746.982.252.270.873.623.690.6895th-Percentile Queue Length [veh] 93.5496.9231.1931.5212.0150.2551.219.5050th-Percentile Queue Length [ft] 3.743.881.251.260.482.012.050.3850th-Percentile Queue Length [veh] NoYesNoNoNoYesNoNoCritical Lane Group DDAAAAAALane Group LOS 41.0541.203.413.417.093.953.945.60d, Delay for Lane Group [s/veh] 0.660.670.210.210.120.310.310.09X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.963.040.350.340.530.580.570.29d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.500.500.50k, delay calibration 38.0938.163.063.066.563.373.375.31d1, Uniform Delay [s] 2522571415143448214091439621c, Capacity [veh/h] 159616461858188363218511891809s, saturation flow rate [veh/h] 0.100.110.160.160.090.240.240.07(v / s)_i Volume / Saturation Flow Rate 0.130.130.760.760.760.760.760.76g / C, Green / Cycle 1111696969696969g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 127 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 41.20 41.2041.20 41.05 41.0541.053.415.60 3.95d_M, Delay for Movement [s/veh]3.413.95 7.09 D DD DDDAAMovement LOS A AAA 41.20 41.05d_A, Approach Delay [s/veh]3.744.05 D DApproach LOS A A 10.36d_I, Intersection Delay [s/veh] BIntersection LOS 0.344Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 128 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.443Volume to Capacity (v/c): CLevel Of Service: 20.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 112335107146245755254610569544287Total Analysis Volume [veh/h] 28842736611913137261713672Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.97700.97700.97700.97700.97700.97700.97700.97700.97700.97700.97700.9770Peak Hour Factor 113337108147247765255010670548289Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.900.000.000.700.000.000.000.400.000.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113337108147247765255010670548289Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 129 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 37371134348037100358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 130 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 79.18298.9078.44114.95220.0459.15156.94161.0540.20167.07173.34128.9695th-Percentile Queue Length [ft] 3.1711.963.144.608.802.376.286.441.616.686.935.1695th-Percentile Queue Length [veh] 43.99186.8243.5863.86127.4732.8687.1989.4722.3392.8296.3071.6450th-Percentile Queue Length [ft] 1.767.471.742.555.101.313.493.580.893.713.852.8750th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group CDCCDCBBABBBLane Group LOS 22.3039.6125.2625.6535.9226.7213.6213.598.9114.5114.4712.74d, Delay for Lane Group [s/veh] 0.210.850.290.300.670.250.310.310.180.330.330.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.615.260.411.592.161.720.870.840.641.000.962.76d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.330.110.110.500.110.440.500.500.500.500.500.50k, delay calibration 21.6934.3524.8524.0633.7525.0012.7512.748.2713.5113.519.98d1, Uniform Delay [s] 529393375486364303940970599899935597c, Capacity [veh/h] 1601190013211604190012141835189295117971870942s, saturation flow rate [veh/h] 0.070.180.080.090.130.060.160.160.110.170.170.30(v / s)_i Volume / Saturation Flow Rate 0.330.210.290.300.190.290.510.510.600.500.500.60g / C, Green / Cycle 301926271726464654454554g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 131 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 35.92 25.6526.72 25.26 22.3039.6113.6212.74 14.49d_M, Delay for Movement [s/veh]13.6014.51 8.91 D CC CCDBBMovement LOS B BBA 31.22 33.34d_A, Approach Delay [s/veh]12.9013.93 C CApproach LOS B B 20.83d_I, Intersection Delay [s/veh] CIntersection LOS 0.443Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 132 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.088Volume to Capacity (v/c): CLevel Of Service: 16.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00175.00380.00100.00100.00400.00Pocket Length [ft] 011001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 12315646625916Total Analysis Volume [veh/h] 3814116654Total 15-Minute Volume [veh/h] 1.00001.00000.97000.97000.97000.9700Other Adjustment Factor 0.93300.93300.93300.93300.93300.9330Peak Hour Factor 11295444824915Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.003.400.000.601.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11295444824915Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 133 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 134 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.92d_I, Intersection Delay [s/veh] BAAApproach LOS 14.800.000.49d_A, Approach Delay [s/veh] 1.587.150.000.000.001.1595th-Percentile Queue Length [ft] 0.060.290.000.000.000.0595th-Percentile Queue Length [veh] BCAAAAMovement LOS 11.3516.140.000.000.008.47d_M, Delay for Movement [s/veh] 0.020.090.000.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 135 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.067Volume to Capacity (v/c): BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 48: 46 - Harper Puckett Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Baxter LaneBaxter LaneHarper Puckett RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6114515813942Total Analysis Volume [veh/h] 1536403211Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92800.92800.92800.92800.92800.9280Peak Hour Factor 5914015313839Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.700.000.000.002.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5914015313839Base Volume Input [veh/h] Baxter LaneBaxter LaneHarper Puckett RoadName volumes 136 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 1.53d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.5810.87d_A, Approach Delay [s/veh] 0.000.0010.6010.606.226.2295th-Percentile Queue Length [ft] 0.000.000.420.420.250.2595th-Percentile Queue Length [veh] AAAAABMovement LOS 0.000.000.007.649.5711.15d_M, Delay for Movement [s/veh] 0.000.000.000.010.010.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 137 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.177Volume to Capacity (v/c): CLevel Of Service: 16.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 1711115617111076Total Analysis Volume [veh/h] 432814432819Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.90600.90600.90600.90600.90600.9060Peak Hour Factor 1611055316110069Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.600.000.000.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1611055316110069Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 138 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.89d_I, Intersection Delay [s/veh] AABApproach LOS 3.110.0013.57d_A, Approach Delay [s/veh] 19.6319.630.000.0032.4732.4795th-Percentile Queue Length [ft] 0.790.790.000.001.301.3095th-Percentile Queue Length [veh] AAAABCMovement LOS 0.007.900.000.0011.8816.01d_M, Delay for Movement [s/veh] 0.000.080.000.000.130.18V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 139 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 32.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 5125251642298985222243619197Total Analysis Volume [veh/h] 1363131657222156694824Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.91300.91300.91300.91300.91300.91300.91300.91300.91300.91300.91300.9130Peak Hour Factor 4723047582098171186203016081Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4723047582098171186203016081Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 140 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 32.78Intersection Delay [s/veh] DEDDApproach LOS 33.4238.5331.0027.11Approach Delay [s/veh] 170.26200.08152.106.32129.4295th-Percentile Queue Length [ft] 6.818.006.080.255.1895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 141 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Pedestrian Volume [ped/h] 1502612381215120Total Analysis Volume [veh/h] 3765593430Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92400.92400.92400.92400.92400.9240Peak Hour Factor 1442512291214111Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.400.000.900.000.000.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1442512291214111Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 142 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 11.19Intersection Delay [s/veh] BBBApproach LOS 11.9210.2610.71Approach Delay [s/veh] 72.9037.051.6920.5395th-Percentile Queue Length [ft] 2.921.480.070.8295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 143 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.504Volume to Capacity (v/c): BLevel Of Service: 18.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 263251818926154131317917102Total Analysis Volume [veh/h] 781452265113345425Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92300.92300.92300.92300.92300.92300.92300.92300.92300.92300.92300.9230Peak Hour Factor 25312174862515412121651694Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.600.600.000.000.000.000.000.000.000.002.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 25312174862515412121651694Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 144 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 0286028602600260Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.01.00.03.01.00.03.00.00.03.00.0Amber [s] 030300303003000300Maximum Green [s] 055055050050Minimum Green [s] --Lead--Lead------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 145 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 174.0577.28210.191.878.98111.5595th-Percentile Queue Length [ft] 6.963.098.410.070.364.4695th-Percentile Queue Length [veh] 96.6942.93120.261.044.9961.9750th-Percentile Queue Length [ft] 3.871.724.810.040.202.4850th-Percentile Queue Length [veh] NoYesYesNoNoYesCritical Lane Group BBCCABLane Group LOS 18.3418.4826.1420.888.4111.68d, Delay for Lane Group [s/veh] 0.640.510.850.020.040.39X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.221.114.790.020.111.52d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.500.50k, delay calibration 17.1217.3721.3520.858.3010.16d1, Uniform Delay [s] 552358414287715760c, Capacity [veh/h] 16781068163794213121419s, saturation flow rate [veh/h] 0.210.170.210.010.020.21(v / s)_i Volume / Saturation Flow Rate 0.330.350.250.360.480.48g / C, Green / Cycle 202115222929g_i, Effective Green Time [s] 3.000.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLane Group Lane Group Calculations 146 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 26.14 26.1420.88 18.48 18.3418.348.4111.68 11.68d_M, Delay for Movement [s/veh]8.4111.68 8.41 C CC BBBABMovement LOS B ABA 26.06 18.39d_A, Approach Delay [s/veh]8.4111.68 C BApproach LOS B A 18.74d_I, Intersection Delay [s/veh] BIntersection LOS 0.504Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------876Ring 2 -------------432Ring 1 Sequence 147 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.261Volume to Capacity (v/c): DLevel Of Service: 34.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 53: 51 - Flanders Mill Road / Durston Road Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6849446911512746Total Analysis Volume [veh/h] 17124117293211Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.87400.87400.87400.87400.87400.8740Peak Hour Factor 6245042710511140Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 1.600.600.500.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6245042710511140Base Volume Input [veh/h] Durston RoadDurston RoadFlanders Mill RoadName volumes 148 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.01d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.7724.60d_A, Approach Delay [s/veh] 0.000.000.009.5064.6164.6195th-Percentile Queue Length [ft] 0.000.000.000.382.582.5895th-Percentile Queue Length [veh] AAAACDMovement LOS 0.000.000.008.9820.9034.81d_M, Delay for Movement [s/veh] 0.000.000.000.110.230.26V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 149 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 25.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 54: 52 - Ferguson Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadFerguson AvenueFerguson AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 92198295126150161160372172128Total Analysis Volume [veh/h] 2552024313740401184332Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 92198295126150155154372172128Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.500.000.000.001.300.600.600.000.001.800.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 92198295126150155154372172128Base Volume Input [veh/h] Durston RoadDurston RoadFerguson AvenueFerguson AvenueName volumes 150 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 25.42Intersection Delay [s/veh] DCCDApproach LOS 25.6221.3723.6230.88Approach Delay [s/veh] 123.2017.70108.66119.40167.5295th-Percentile Queue Length [ft] 4.930.714.354.786.7095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 151 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.010Volume to Capacity (v/c): CLevel Of Service: 16.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 46619738963Total Analysis Volume [veh/h] 116529721Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.9400Peak Hour Factor 45619738163Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 45619738163Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 152 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.30d_I, Intersection Delay [s/veh] AABApproach LOS 0.320.0012.67d_A, Approach Delay [s/veh] 0.001.230.000.001.441.4495th-Percentile Queue Length [ft] 0.000.050.000.000.060.0695th-Percentile Queue Length [veh] AAAABCMovement LOS 0.008.120.000.0010.5916.83d_M, Delay for Movement [s/veh] 0.000.020.000.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 153 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.124Volume to Capacity (v/c): CLevel Of Service: 23.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Pedestrian Volume [ped/h] 3014329172714350299443910Total Analysis Volume [veh/h] 7382473887241102Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor 241126714221128223763538Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.000.000.000.000.000.800.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 241126714221128223763538Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 154 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 2.57d_I, Intersection Delay [s/veh] CCAAApproach LOS 17.3120.670.630.15d_A, Approach Delay [s/veh] 8.168.1611.116.646.6410.430.000.002.140.000.000.6395th-Percentile Queue Length [ft] 0.330.330.440.270.270.420.000.000.090.000.000.0395th-Percentile Queue Length [veh] BCCBCCAAAAAAMovement LOS 11.6718.8721.9311.2120.6023.860.000.008.540.000.008.01d_M, Delay for Movement [s/veh] 0.050.050.130.010.070.120.000.000.030.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 155 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.523Volume to Capacity (v/c): CLevel Of Service: 24.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 17322789102176791308641391281071112Total Analysis Volume [veh/h] 43572225442033216353226828Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.95400.9540Peak Hour Factor 17222688101175791288501371261053110Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.601.803.401.004.601.301.601.102.202.701.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 17222688101175791288501371261053110Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 156 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 4343004300641306413Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 4545004500902509025Maximum Green [s] 1515001500301003010Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 157 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 159.44238.31122.79293.14100.20340.57352.5171.64431.49441.8354.4895th-Percentile Queue Length [ft] 6.389.534.9111.734.0113.6214.102.8717.2617.672.1895th-Percentile Queue Length [veh] 88.58140.9668.22182.4055.67219.17228.5539.80291.49299.8430.2750th-Percentile Queue Length [ft] 3.545.642.737.302.238.779.141.5911.6611.991.2150th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesYesNoNoCritical Lane Group CDDDDBBBCCBLane Group LOS 25.6937.0554.7339.4947.8319.2219.1314.2721.7221.5511.09d, Delay for Lane Group [s/veh] 0.270.450.510.600.340.500.500.340.600.600.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.060.632.341.280.891.851.762.232.782.641.14d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.110.500.500.500.500.500.50k, delay calibration 24.6336.4252.3938.2146.9417.3717.3712.0318.9518.909.95d1, Uniform Delay [s] 63450417346022997010164109751013479c, Capacity [veh/h] 160518661082170611571795187964918111881747s, saturation flow rate [veh/h] 0.110.120.080.160.070.270.270.210.330.320.15(v / s)_i Volume / Saturation Flow Rate 0.390.270.270.270.270.540.540.650.540.540.65g / C, Green / Cycle 4732323232656578656578g_i, Effective Green Time [s] 0.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 158 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.49 39.4947.83 54.73 25.6937.0519.2211.09 21.62d_M, Delay for Movement [s/veh]19.1621.72 14.27 D DD CDDBCMovement LOS B BCB 41.34 36.25d_A, Approach Delay [s/veh]18.5720.73 D DApproach LOS C B 24.53d_I, Intersection Delay [s/veh] CIntersection LOS 0.523Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 159 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.628Volume to Capacity (v/c): CLevel Of Service: 23.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 0100Pedestrian Volume [ped/h] 200003150019884010347826302Total Analysis Volume [veh/h] 5000790049210261220775Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.93801.00001.00000.93801.00001.00000.93800.93800.93800.93800.93800.9380Peak Hour Factor 188003080019181210045799292Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.002.002.001.602.002.002.100.800.000.001.601.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 188003080019181210045799292Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 160 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 5.59d_I, Intersection Delay [s/veh] BCAAApproach LOS 14.6023.530.933.78d_A, Approach Delay [s/veh] 38.880.000.00107.020.000.000.000.0011.330.000.0058.5395th-Percentile Queue Length [ft] 1.560.000.004.280.000.000.000.000.450.000.002.3495th-Percentile Queue Length [veh] BCAABAABMovement LOS 14.600.000.0023.530.000.000.000.0010.310.000.0014.70d_M, Delay for Movement [s/veh] 0.350.000.000.630.000.000.000.010.130.000.010.45V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 161 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.816Volume to Capacity (v/c): DLevel Of Service: 44.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 219357140170247253402711211151876213Total Analysis Volume [veh/h] 558935426263100178533821953Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor 197321126156227232351621184132765186Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 5.609.103.604.406.406.6010.0017.605.203.7021.705.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 197321126156227232351621184132765186Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 162 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 0100101001010010100Pedestrian Clearance [s] 050550550550Walk [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 06414656515484813484813Split [s] 0.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 04525454525909025909025Maximum Green [s] 015815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,83,62,7Auxiliary Signal Groups 047883661225Signal group PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 163 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 726.88119.90150.47252.56307.22392.89405.16253.07141.65542.15230.5695th-Percentile Queue Length [ft] 29.084.806.0210.1012.2915.7216.2110.125.6721.699.2295th-Percentile Queue Length [veh] 536.8866.6183.59151.60193.23260.54270.33151.9878.69381.90135.2150th-Percentile Queue Length [ft] 21.482.663.346.067.7310.4210.816.083.1515.285.4150th-Percentile Queue Length [veh] YesNoNoNoYesNoNoYesNoYesNoCritical Lane Group DCBCECDECDDLane Group LOS 53.5220.2319.3729.0865.8032.1543.7155.2524.5654.1639.76d, Delay for Lane Group [s/veh] 0.900.250.210.340.900.600.690.800.220.870.65X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 13.470.230.620.2833.233.883.6921.800.7210.549.68d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.340.110.500.110.500.500.500.500.500.500.50k, delay calibration 40.0520.0018.7528.8032.5728.2740.0233.4523.8443.6230.08d1, Uniform Delay [s] 63956579272228167310372646941002327c, Capacity [veh/h] 16321213154717869651468307681415572973896s, saturation flow rate [veh/h] 0.350.120.110.140.260.270.230.260.100.290.24(v / s)_i Volume / Saturation Flow Rate 0.370.480.490.390.480.480.350.450.460.350.45g / C, Green / Cycle 5267695467675063655063g_i, Effective Green Time [s] 3.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 164 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 29.08 19.3765.80 20.23 53.5253.5232.1539.76 54.16d_M, Delay for Movement [s/veh]43.7124.56 55.25 C BE DCDCDMovement LOS D DCE 40.48 47.01d_A, Approach Delay [s/veh]42.0448.08 D DApproach LOS D D 44.57d_I, Intersection Delay [s/veh] DIntersection LOS 0.816Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 165 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.385Volume to Capacity (v/c): BLevel Of Service: 16.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 684656845809129109612221Total Analysis Volume [veh/h] 12111421145232324355Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 57685176527811898511197Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 20.001.300.000.002.100.000.000.0011.102.400.001.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 57685176527811898511197Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 166 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0360036002400240Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 167 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 210.65211.0332.89155.11161.065.335.683.2531.2378.6395th-Percentile Queue Length [ft] 8.438.441.326.206.440.210.230.131.253.1595th-Percentile Queue Length [veh] 120.60120.8818.2786.1789.482.963.161.8017.3543.6850th-Percentile Queue Length [ft] 4.824.840.733.453.580.120.130.070.691.7550th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoYesCritical Lane Group BBCBBCAAABLane Group LOS 18.9818.9824.7517.4417.3825.507.479.378.1710.81d, Delay for Lane Group [s/veh] 0.690.690.250.560.560.050.020.020.130.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.431.420.570.840.790.120.050.040.320.91d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.50k, delay calibration 17.5617.5624.1816.6016.5825.397.429.337.849.90d1, Uniform Delay [s] 613614226583610177873643831781c, Capacity [veh/h] 18711876784178018616581726117516421399s, saturation flow rate [veh/h] 0.230.230.070.180.180.010.010.010.070.16(v / s)_i Volume / Saturation Flow Rate 0.330.330.330.330.330.330.510.510.510.51g / C, Green / Cycle 20202020202030303030g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 168 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.40 17.4425.50 24.75 18.9818.987.4710.81 8.17d_M, Delay for Movement [s/veh]7.478.17 9.37 B BC BCBAAMovement LOS B AAA 17.52 19.34d_A, Approach Delay [s/veh]8.089.94 B BApproach LOS A A 16.93d_I, Intersection Delay [s/veh] BIntersection LOS 0.385Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 169 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.092Volume to Capacity (v/c): DLevel Of Service: 34.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Pedestrian Volume [ped/h] 5943884172522655541640363Total Analysis Volume [veh/h] 15110214636141441091Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 5541279162372452511538343Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.001.300.000.800.000.000.000.000.002.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5541279162372452511538343Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 170 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 5.14d_I, Intersection Delay [s/veh] AADCApproach LOS 1.150.7425.4218.78d_A, Approach Delay [s/veh] 0.0010.7321.460.000.001.8549.4049.4049.4022.1322.1322.1395th-Percentile Queue Length [ft] 0.000.430.860.000.000.071.981.981.980.890.890.8995th-Percentile Queue Length [veh] AAAAAACDDBCDMovement LOS 0.000.007.960.000.008.4219.3929.0134.0812.7824.4430.86d_M, Delay for Movement [s/veh] 0.000.000.060.000.000.020.090.230.090.050.160.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0011Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 171 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.322Volume to Capacity (v/c): DLevel Of Service: 26.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 63: 60 - Davis Lane / Oak Street Intersection Level Of Service Report NoYesNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Oak StreetOak StreetDavis LaneName Intersection Setup 000Pedestrian Volume [ped/h] 10333220517218979Total Analysis Volume [veh/h] 268351434720Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.9400Peak Hour Factor 9731219316217874Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 0.300.001.004.901.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 9731219316217874Base Volume Input [veh/h] Oak StreetOak StreetDavis LaneName volumes 172 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 5.54d_I, Intersection Delay [s/veh] AACApproach LOS 0.004.0316.64d_A, Approach Delay [s/veh] 0.000.0037.9837.9829.1533.4395th-Percentile Queue Length [ft] 0.000.001.521.521.171.3495th-Percentile Queue Length [veh] AAAABDMovement LOS 0.000.000.008.8412.5326.46d_M, Delay for Movement [s/veh] 0.000.000.000.160.280.32V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 173 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.460Volume to Capacity (v/c): BLevel Of Service: 13.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 100187013819748210393251Total Analysis Volume [veh/h] 0004703449120009863Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.85000.85000.85000.85000.85000.85000.85000.85000.85000.85000.85000.8500Peak Hour Factor 100159011717141810341218Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.000.006.300.001.700.001.200.000.001.200.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 100159011717141810341218Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 174 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 021021210049007425Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 175 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.92151.76139.7786.78241.360.5287.3857.0895th-Percentile Queue Length [ft] 0.046.075.593.479.650.023.502.2895th-Percentile Queue Length [veh] 0.5184.3177.6548.21143.220.2948.5431.7150th-Percentile Queue Length [ft] 0.023.373.111.935.730.011.941.2750th-Percentile Queue Length [veh] NoYesNoNoYesNoNoYesCritical Lane Group DCDABBAALane Group LOS 35.8626.2740.219.6712.6012.254.086.61d, Delay for Lane Group [s/veh] 0.000.420.480.230.480.000.300.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.010.961.230.621.650.010.611.36d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.160.110.500.500.500.500.50k, delay calibration 35.8625.3138.989.0610.9612.243.475.25d1, Uniform Delay [s] 22644028886310045221290715c, Capacity [veh/h] 142913671618145416909061690984s, saturation flow rate [veh/h] 0.000.140.090.140.290.000.230.26(v / s)_i Volume / Saturation Flow Rate 0.130.320.130.590.590.590.760.76g / C, Green / Cycle 1231125656567373g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 176 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.21 26.2740.21 35.86 35.8635.869.676.61 4.08d_M, Delay for Movement [s/veh]12.604.08 12.25 D CD DDDAAMovement LOS A BAB 32.19 35.86d_A, Approach Delay [s/veh]11.755.06 C DApproach LOS A B 13.18d_I, Intersection Delay [s/veh] BIntersection LOS 0.460Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 177 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.497Volume to Capacity (v/c): BLevel Of Service: 18.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 4811729126255883273222412826Total Analysis Volume [veh/h] 12047376142828160702Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 4611627924235383133092312706Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.700.001.100.004.300.000.001.006.501.300.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4611627924235383133092312706Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 178 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 464600460036230218Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 179 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 259.7311.82254.3818.2617.4844.0269.6470.13137.15184.5493.812.0695th-Percentile Queue Length [ft] 10.390.4710.180.730.701.762.792.815.497.383.750.0895th-Percentile Queue Length [veh] 156.996.57152.9610.149.7124.4538.6938.9676.20102.5252.111.1450th-Percentile Queue Length [ft] 6.280.266.120.410.390.981.551.563.054.102.080.0550th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group BCCCCCAAACCALane Group LOS 15.1723.5334.4423.7323.6626.629.589.579.9824.1920.567.02d, Delay for Lane Group [s/veh] 0.540.030.690.060.050.130.160.160.380.420.220.01X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.370.022.030.050.040.140.320.321.292.300.390.02d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 12.8023.5032.4123.6723.6226.489.269.268.6921.8920.177.00d1, Uniform Delay [s] 888533421453511433105810678495701284738c, Capacity [veh/h] 160419001393161518221418186518811292159435921085s, saturation flow rate [veh/h] 0.300.010.210.020.010.040.090.090.250.150.080.01(v / s)_i Volume / Saturation Flow Rate 0.550.280.280.280.280.280.570.570.610.360.360.61g / C, Green / Cycle 502525252525515155323255g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 180 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 23.66 23.7326.62 34.44 15.1723.539.587.02 20.56d_M, Delay for Movement [s/veh]9.5724.19 9.98 C CC BCCACMovement LOS A ACA 25.25 22.45d_A, Approach Delay [s/veh]9.7722.06 C CApproach LOS C A 18.50d_I, Intersection Delay [s/veh] BIntersection LOS 0.497Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 181 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.506Volume to Capacity (v/c): CLevel Of Service: 24.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1213841292734401438124014973171163Total Analysis Volume [veh/h] 3096326811036206037184341Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.93000.9300Peak Hour Factor 1153641222594181367722814169162155Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 0.000.300.000.400.200.000.000.403.500.000.601.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1153641222594181367722814169162155Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 182 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.01.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 021802188831279798Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 061025147883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 183 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 349.3468.40190.25295.0877.5680.21261.52152.3175.56200.95186.3695th-Percentile Queue Length [ft] 13.972.747.6111.803.103.2110.466.093.028.047.4595th-Percentile Queue Length [veh] 226.0538.00105.88183.8943.0944.56158.3484.6241.98113.57103.5450th-Percentile Queue Length [ft] 9.041.524.247.361.721.786.333.381.684.544.1450th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group BBBBBCDCCDDLane Group LOS 18.8711.4215.7217.2712.5829.9241.1233.1032.6642.7642.21d, Delay for Lane Group [s/veh] 0.510.210.310.420.260.160.540.380.160.450.50X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.850.790.921.271.140.651.010.630.620.825.39d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.110.110.420.110.50k, delay calibration 17.0210.6314.8016.0011.4429.2740.1232.4832.0441.9436.81d1, Uniform Delay [s] 9956088811038551516446387462383326c, Capacity [veh/h] 1817103316091896982161518921345161518891250s, saturation flow rate [veh/h] 0.280.120.170.230.150.050.130.110.050.090.13(v / s)_i Volume / Saturation Flow Rate 0.550.610.550.550.610.320.240.300.290.200.30g / C, Green / Cycle 6674666674382836342436g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 184 4/1/2016 Scenario 2: 2: Existing - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.27 15.7212.58 11.42 18.8718.8729.9242.21 42.76d_M, Delay for Movement [s/veh]41.1232.66 33.10 B BB BBBCDMovement LOS D DCC 15.99 17.35d_A, Approach Delay [s/veh]36.6540.73 B BApproach LOS D D 24.71d_I, Intersection Delay [s/veh] CIntersection LOS 0.506Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 185 4/1/2016 LEVEL OF SERVICE Site: PM-2015-11th Avenue / College Street New Site Roundabout All Movement Classes South East North West Intersection LOS C B A B B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:10 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 MOVEMENT SUMMARY Site: PM-2015-11th Avenue / College Street New Site Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 170 1.2 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 20.0 8 T1 282 0.7 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 19.8 18 R2 248 1.2 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 19.5 Approach 699 1.0 0.811 23.5 LOS C 7.8 197.0 0.86 1.08 19.8 East: College Street 1 L2 90 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 26.0 6 T1 215 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 26.1 16 R2 84 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 25.6 Approach 390 0.0 0.465 10.3 LOS B 2.2 54.1 0.59 0.63 26.0 North: 11th Avenue 7 L2 79 0.0 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.7 4 T1 157 0.0 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.8 14 R2 73 1.4 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.3 Approach 309 0.3 0.350 8.0 LOS A 1.4 34.0 0.51 0.49 26.6 West: College Street 5 L2 87 0.0 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 25.9 2 T1 324 1.3 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 26.0 12 R2 136 0.0 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 25.5 Approach 547 0.8 0.555 10.9 LOS B 3.1 79.2 0.55 0.53 25.9 All Vehicles 1945 0.6 0.811 14.8 LOS B 7.8 197.0 0.66 0.74 23.4 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 16, 2016 3:57:10 PM Project: F:\trans\15602_001_MSU_Parking&TransPlan\DATA\TRAFFIC_COUNTS\LOS\SIDRA\11th_College.sip6 BOZEMANTMP TRANSPORTATION MASTER PLAN Appendix B BOZEMAN COMMITTED PROJECTS TMP ID Title Description Cost YOE Project ID Source CMSN-1 Kagy Boulevard (Willson Avenue to S. 19th Avenue) This project consists of widening Kagy Boulevard, from the intersection of S. 19th Avenue to Willson Avenue, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. $8,000,000 FY20 SIF009 City CMSN-2 Cottonwood (Babcock to Durston) This project consists of widening Cottonwood Road, from West Babcock Street to Durston, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. Cottonwood Road serves as an important element in Bozeman's west side street system and serves as a primary north-south corridor on the west side of the city. $2,555,883 FY20 SIF036 City CMSN-3 Oak (New Holland to Ferguson) This project is the completion of the street segment of Oak Street, from New Holland to Ferguson, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. Currently, the south half of the street is missing, creating a bottleneck in the street network. $2,000,000 FY18 SIF046 City CMSN-4 Baxter (19th to Davis)Complete Baxter Road, from 19th to Davis, to a three-lane urban minor arterial standard including sidewalks, parking, medians, boulevards and bike lanes. $1,500,000 FY17 SIF055 City CMSN-5 Oak (Ferguson to Cottonwood) This Project is the completion of the street segment of Oak Street, from Cottonwood to Ferguson, to a five-lane urban principal arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. $1,000,000 FY18 SIF057 City CMSN-6 Durston (Cottonwood to Fowler)Complete Durston Road, from Fowler Lane to Cottonwood, to a three-lane urban minor arterial standard including sidewalks, parking, medians, boulevards and bike lanes. $1,613,000 FY18 SIF062 City CMSN-7 Baxter (Ferguson to Cottonwood)Complete Baxter, from Ferguson to Cottonwood, to a three-lane urban minor arterial standard including sidewalks, parking, medians, boulevards and bike lanes. $1,500,000 FY17 SIF072 City CMSN-8 Graf St Extension (Ritter to 19th)Complete Graf, from Ritter to 19th, to a two-lane urban collector standard with bike lanes. $1,035,000 FY17 SIF077 City CMSN-9 Ferguson (Baxter to Oak)Complete Ferguson, from Baxter to Oak, to a two-lane urban collector standard with bike lanes, curb and gutter, boulevards, parking and sidewalks. $1,000,000 FY18 SIF080 City CMSN-10 Baxter (7th to 19th)Complete Baxter, from 7th to 19th, to a three-lane urban collector standard including sidewalks on both sides and bike lanes. ??? FY17 SIF085 City CMSN-11 Catamount St (27th to Valley Center)Complete Catamount, from 27th to Valley Center, to a two-lane urban minor arterial standard including bike lanes. $600,000 FY17 SIF087 City CMSN-12 Oak Street (15th to 19th)Complete Oak, from 15th to 19th, to a five-lane urban principal arterial standard including addition of 1 lane (5 lanes total), bike lanes and sidewalks on the south side. ??? FY17 SIF093 City CMSN-13 N 27th (Oak to Tschache)Complete N 27th, from Oak to Tschache, to a five-lane urban collector standard including medians for power poles. $350,000 FY18 SIF099 City CMSN-14 S 11th Ave (Kagy Blvd to Graf St Extension)Complete S 11th, from Kagy to Graf, to a two-lane urban collector standard including sidewalks, curb and gutter and bike lanes. $2,640,000 FY19 SIF102 City CMSN-15 Cottonwood (Durston to Oak) Complete the construction of Cottonwood Road, from Durston Road to Oak Street, to a five lane urban arterial standard. This includes two travel lanes in each direction, bike lanes on each side, curb and gutter throughout, boulevard, sidewalks and a raised median. Cottonwood Road serves as an important element in Bozeman's west side street system and serves as a primary north- south corridor on the west side of the city. $2,476,666 FY20 SIF105 City Rouse-Oak/Story Mill - Bozeman Reconstruction - with added capacity; to a three-lane rural principal arterial standard. $10,665,195 FY16 UPN4805 MDT Rouse Ave - Bozeman Reconstruction - with added capacity; to a three-lane urban principal arterial standard. $9,185,756 FY16 UPN4805 MDT CTSM-1 Cottonwood and Durston (Intersection) Further improvements to the intersection in conjunction with the improvements to Cottonwood from Babcock to Baxter. $200,000 FY17 SIF027 City CTSM-2 Ferguson and Durston (Intersection) Control of the intersection of Ferguson & Durston. Includes the installation of a traffic signal or roundabout. Future development and the resulting increased traffic indicate that intersection improvements will be needed. $2,256,220 FY18 SIF039 City CTSM-3 N. 27th and Oak (Intersection) Includes installation of a traffic signal, roundabout or other adequate traffic control device when warrants are met. $1,000,000 FY18 SIF058 City CTSM-4 Oak and Ferguson (Intersection) Includes installation of a traffic signal, roundabout or other adequate traffic control device when warrants are met. $1,000,000 FY18 SIF061 City CTSM-5 Oak and Cottonwood (Intersection) Identified in the 2007 Transportation Plan Update. Includes installation of a traffic signal, roundabout or other adequate traffic control device when warrants are met. $3,428,401 FY19 SIF098 City CTSM-6 Cottonwood and Babcock (Intersection) Installation of a traffic signal when warrants are met. $1,435,336 FY20 SIF104 City CTSM-7 19th Street Interchange. Signal - Boz (2) Signal on I-90 EB off-ramp $1,494,900 FY19 UPN8999 MDT CTSM-8 SF 129 - Slope Flatting Belgrade (1) Slope flattening from RP 22.5-24.3 on P-205 $3,716,816 FY20 UPN8031 MDT CTSM-9 Bozeman Signal Safety Upgrade signals in 4 systems (Main Street, West Main St., Bozeman Radio System, Isolated Intersections) and signals along Huffine Lane, and Jackrabbit (Baxter & Durston) - Flashing yellow areas. Adding a protective left turn phase signal at signal of Ferguson and Huffine $1,635,776 FY17 UPN8642 MDT CTSM-10 Cottonwood & Stucky (Intersection) Roundabout installation $3,158,260 FY18 UPN8190 MDT CTSM-11 S 19th Ave (Kagy to Stucky) Mill/fill, seal and cover, pavement markings $957,951 FY16 UPN8786 MDT CTSM-12 Elementary School Bike Ped - Bozeman Sidewalks, shared use path, bike racks and bike rack pads. Chief Joseph Middle School, Hyalite Elementary, Morning Star Elementary, Whitter Elementary, and Hawthorn Elementary $282,500 FY16 UPN8688 MDT CTSM-13 S. 19th intersections w/ Patterson and Goldstein Install a southbound right turn lane at Patterson; install southbound left turn lane at Goldenstein $2,144,443 FY16 UPN8033 MDT FINAL COMMITTED PROJECTS (FY 16 thru FY 20) CMSN-16 90 90 19184 85 86 411 345 205 345 235 191 191 HIGHLAND BLVDS 3RD AVEWILLSON AVEGRIFFIN DR KAGY BLVD DURSTON RD OAK ST COLLEGE ST BOZEMAN TRAIL RD BAXTERLN BABCOCK ST E VALLEY CENTER RD PEACH ST MENDENHALL ST S CHURCH AVES 19TH AVESPRINGHILL RDS11THAVECOTTONWOOD RDS8THAVEGALLATINRDHUFFINE LN FRONTAGE RD ROUSE AVEBRIDGER DR BRIDGERCANYONRDN 7TH AVEN 19TH AVEJACKRABBIT LNMAIN ST DURSTON RD COTTONWOOD RDDAVIS LNBABCOCK ST BAXTER LN OAK ST GARFIELD ST PATTERSON RD FOWLER LNGOOCH HILL RDBLACKWOOD RD SOURDOUGH RDGOLDENSTEIN LN S 3RD AVESTUCKY RDFERGUSON AVEFOWLER AVE27TH STBEAR CANYON RDLOVE LNHARPER PUCKETT RDGRAF ST NASH RD BOZEMAN TRAILTAYABESHOCKUP RDFRONTAGE RD FORT ELLIS RDGRA F STCATMOUNT STNELSON RDMCILHATTAN RD MANLEY RDSTORY MILL RDCMSN-13 CMSN-2 CMSN-9 CMSN-5 CMSN-7 CMSN-3 CMSN-8 CMSN-14 CMSN-4 CMSN-16 CMSN-15 CMSN-6 CMSN-1 CMSN-10 CMSN-11 CMSN-12 CTSM-11 CTSM-8 CTSM-1 CTSM-2 CTSM-3 CTSM-4 CTSM-5 CTSM-6 CTSM-7 CTSM-10 CTSM-13CTSM-13 CommittedProjects 0 1 2½Miles BOZEMANTMP TRANSPORTATION MASTER PLAN Map Legend Railroad Montana State University Source: City of Bozeman, MDT, RPA Improvement Type Study Area Bozeman City Limits Not ShownCTSM-9: Bozeman Signal SafetyCTSM-12: Elementary School Bike Ped Committed TransportationSystem Management Project Committed Major StreetNetwork Project BOZEMANTMP TRANSPORTATION MASTER PLAN Appendix C PROJECTED INTERSECTION LEVEL OF SERVICE (LOS) Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 4/1/2016Report File: F:\...\Projected AM.pdf Scenario 3: Projected - AMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP B19.40.628NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 B10.50.457SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B12.50.344EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B14.20.285WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 C22.00.671EB LeftHCM 2010Signalized13 - Rouse Avenue / Peach Street13 C17.80.178NB LeftHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 D32.30.075NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B19.20.531EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 F336.61.477SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 B17.40.661WB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 D33.80.146WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 C31.40.845NB ThruHCM 2010Signalized06 - 19th Avenue / Stucky Road6 C20.70.730EB LeftHCM 2010Signalized05 - 19th Avenue / Garfield Street5 C23.30.540WB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 C20.60.654SB LeftHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 D25.80.257NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F144.10.652WB LeftHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with D38.30.609EB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 C27.40.656EB ThruHCM 2010Signalized38 - 19th Avenue / Durston Road40 C31.90.703EB ThruHCM 2010Signalized37 - 19th Avenue / Oak Street39 B16.90.544EB RightHCM 2010Signalized36 - 19th Avenue / Tschache Way38 C21.20.662NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 D44.40.884SEB RightHCM 2010Signalized34 - 19th Avenue / I-90 EB Ramp36 C19.30.221SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 F185.01.206SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 B13.10.110NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 A7.90.580NB LeftHCM 2010Signalized30 - 7th Avenue / Kagy Boulevard32 D26.2WB LeftHCM 2010All-way stop29 - 7th Avenue / Grant Street31 C20.3WB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 C34.60.767EB LeftHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 D30.1EB RightHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 C22.3SB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 B10.8EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F10,000.00.074NB ThruHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F1,427.82.788NB LeftHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 F83.80.170WB ThruHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 F56.60.014WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F473.60.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C28.80.698WB ThruHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 C31.30.796WB LeftHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B18.90.574EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 F427.43.769EB LeftHCM 2010Signalized59 - 27th Avenue / Oak Street62 B16.60.468WB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 C27.50.589WB ThruHCM 2010Signalized57 - 7th Avenue / Oak Street60 F143.51.186EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 E71.70.964EB ThruHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 C32.20.778WB LeftHCM 2010Signalized54 - Cottonwood Road / Babcock Street56 D30.00.097NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 F89.50.857NB RightHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B19.00.449SB LeftHCM 2010Signalized49 - Laurel Parkway / Durston Road51 B18.20.512WB LeftHCM 2010Signalized48 - Davis Lane / Baxter Lane50 C18.80.143NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 E66.10.875EB LeftHCM 2010Signalized45 - 19th Avenue / Graf Street47 C30.10.639EB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 B12.70.495EB RightHCM 2010Signalized43 - 19th Avenue / Koch Street45 A0.00.000HCM 2010Signalized42 - 19th Avenue / Babcock Street44 B14.20.390SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 D54.00.760NB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. 4 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.652Volume to Capacity (v/c): FLevel Of Service: 144.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 5050Pedestrian Volume [ped/h] 6350381091032315603895725720Total Analysis Volume [veh/h] 1613102726641512214645Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 584635104992214578855524619Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.351.351.351.351.351.351.351.351.351.351.351.35Growth Rate 7.000.000.000.000.000.000.000.900.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 43342677731610428634118214Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 24.77d_I, Intersection Delay [s/veh] FFAAApproach LOS 53.77112.051.020.53d_A, Approach Delay [s/veh] 40.9340.9367.83244.28244.28244.2893.1593.1593.1538.5238.5238.5295th-Percentile Queue Length [ft] 1.641.642.719.779.779.773.733.733.731.541.541.5495th-Percentile Queue Length [veh] CDFFFFAAAAAAMovement LOS 16.6431.93144.07103.56117.17129.370.000.008.110.000.008.78d_M, Delay for Movement [s/veh] 0.090.280.650.220.600.210.000.010.070.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.257Volume to Capacity (v/c): DLevel Of Service: 25.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 009Pedestrian Volume [ped/h] 1941552203159764Total Analysis Volume [veh/h] 493955792416Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1861492113028959Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.181.181.181.181.181.18Growth Rate 0.600.800.000.400.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1581261792567550Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.53d_I, Intersection Delay [s/veh] AACApproach LOS 4.060.0020.61d_A, Approach Delay [s/veh] 0.0013.340.000.0049.4449.4495th-Percentile Queue Length [ft] 0.000.530.000.001.981.9895th-Percentile Queue Length [veh] AAAACDMovement LOS 0.009.150.000.0017.1625.83d_M, Delay for Movement [s/veh] 0.000.150.000.000.160.26V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.654Volume to Capacity (v/c): CLevel Of Service: 20.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1938261363318316487Total Analysis Volume [veh/h] 482063418079122Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1837831293302303467Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 0.802.501.901.504.500.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122522862201202311Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.03.01.00.03.0l2, Clearance Lost Time [s] 0.02.02.02.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.00.03.0Vehicle Extension [s] 0354611044Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.03.00.03.0Amber [s] 0909030060Maximum Green [s] 030308015Minimum Green [s] ---Lead-LeadLead / Lag Auxiliary Signal Groups 048301Signal group PermissivePermissivePermissiveProtectedPermissiPermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 119.42261.77339.18163.00250.42407.3395th-Percentile Queue Length [ft] 4.7810.4713.576.5210.0216.2995th-Percentile Queue Length [veh] 66.35158.53218.0890.56150.00272.0850th-Percentile Queue Length [ft] 2.656.348.723.626.0010.8850th-Percentile Queue Length [veh] NoNoYesNoNoYesCritical Lane Group BCBBCDLane Group LOS 17.2820.0614.2017.3629.1237.63d, Delay for Lane Group [s/veh] 0.280.540.660.600.670.89X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.981.351.635.011.697.74d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.17k, delay calibration 16.2918.7112.5612.3527.4329.89d1, Uniform Delay [s] 69815382078528469548c, Capacity [veh/h] 16023529355090715451804s, saturation flow rate [veh/h] 0.120.230.380.350.200.27(v / s)_i Volume / Saturation Flow Rate 0.440.440.590.590.300.30g / C, Green / Cycle 393953532727g_i, Effective Green Time [s] 3.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 14.20 20.06 17.2837.63d_M, Delay for Movement [s/veh]17.3629.12 CB BDMovement LOS BC 19.5314.80d_A, Approach Delay [s/veh]34.28 BBApproach LOS C 20.64d_I, Intersection Delay [s/veh] CIntersection LOS 0.654Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8--Ring 2 -------------431Ring 1 Sequence 12 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.540Volume to Capacity (v/c): CLevel Of Service: 23.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 386649486103431553231371268237Total Analysis Volume [veh/h] 91662122259814813431759Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 36630946198129512971261163218Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.501.501.501.501.501.501.501.501.501.501.501.50Growth Rate 4.203.100.001.302.700.000.000.500.000.000.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 244206307654193419884742145Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0690069002100210Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0150015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 241.04244.328.31367.37371.1725.1089.2592.4877.115.2330.25179.0295th-Percentile Queue Length [ft] 9.649.770.3314.6914.851.003.573.703.080.211.217.1695th-Percentile Queue Length [veh] 142.98145.434.62240.27243.2713.9549.5851.3842.842.9016.8099.4650th-Percentile Queue Length [ft] 5.725.820.189.619.730.561.982.061.710.120.673.9850th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoNoNoYesCritical Lane Group CCDCCCBBBBBCLane Group LOS 23.1123.0936.4129.3326.9029.1911.8511.8014.8910.3110.7222.41d, Delay for Lane Group [s/veh] 0.530.530.060.830.800.130.200.190.190.010.070.47X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.650.640.193.241.220.240.470.440.600.030.133.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 22.4622.4536.2226.0925.6728.9611.3811.3714.2910.2810.5919.37d1, Uniform Delay [s] 6606731415821286242941990711846995509c, Capacity [veh/h] 1808184355415943522757179618911354161519001007s, saturation flow rate [veh/h] 0.190.190.020.300.290.040.100.100.100.010.040.24(v / s)_i Volume / Saturation Flow Rate 0.360.360.360.360.360.360.520.520.520.520.520.52g / C, Green / Cycle 333333333333474747474747g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 26.90 29.3329.19 36.41 23.1123.1011.8522.41 10.72d_M, Delay for Movement [s/veh]11.8210.31 14.89 C CC CDCBBMovement LOS C BBB 27.70 23.27d_A, Approach Delay [s/veh]12.6419.45 C CApproach LOS B B 23.33d_I, Intersection Delay [s/veh] CIntersection LOS 0.540Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.730Volume to Capacity (v/c): CLevel Of Service: 20.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1511Bicycle Volume [bicycles/h] 0041Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 542114954455790121776161026414Total Analysis Volume [veh/h] 1454239111422304194256104Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 50191387841528611667315983397Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.621.621.621.621.621.621.621.621.621.621.621.62Growth Rate 0.000.000.000.600.000.000.000.800.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31128542253253720459607245Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 03508735008713010733Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0450904500903009030Maximum Green [s] 0300453000451004510Minimum Green [s] --------Lead--LeadLead / Lag 6,8Auxiliary Signal Groups 040680061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 155Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 18 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 114.0121.42459.8966.7192.70537.40543.9933.47342.14342.99283.2895th-Percentile Queue Length [ft] 4.560.8618.402.673.7121.5021.761.3413.6913.7211.3395th-Percentile Queue Length [veh] 63.3411.90314.4737.0651.50377.98383.4218.60220.41221.07174.8550th-Percentile Queue Length [ft] 2.530.4812.581.482.0615.1215.340.748.828.846.9950th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoNoYesCritical Lane Group DEADECCABBDLane Group LOS 53.1555.189.7351.7760.0321.7221.547.6013.4413.4248.34d, Delay for Lane Group [s/veh] 0.230.050.730.120.240.590.590.150.420.420.87X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.370.083.650.150.522.342.230.671.061.0519.59d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.500.500.500.50k, delay calibration 52.7955.106.0851.6359.5119.3919.316.9312.3812.3728.75d1, Uniform Delay [s] 32226913043682381096112749212341241474c, Capacity [veh/h] 166113811583190013421834188566618681879672s, saturation flow rate [veh/h] 0.050.010.600.020.040.350.350.110.280.280.62(v / s)_i Volume / Saturation Flow Rate 0.190.190.820.190.190.600.600.740.660.660.74g / C, Green / Cycle 303012830309393115102102115g_i, Effective Green Time [s] 3.003.000.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 51.77 9.7360.03 55.18 53.1553.1521.7248.34 13.43d_M, Delay for Movement [s/veh]21.6213.44 7.60 D AE DEDCBMovement LOS D CBA 14.24 53.47d_A, Approach Delay [s/veh]20.8623.35 B DApproach LOS C C 20.74d_I, Intersection Delay [s/veh] CIntersection LOS 0.730Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.845Volume to Capacity (v/c): CLevel Of Service: 31.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 76674433340894116Total Analysis Volume [veh/h] 191691088522429Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 73646415326857111Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.791.791.791.791.791.79Growth Rate 2.400.000.003.800.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4136123218247962Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 073022220Split [s] 0.02.00.02.02.00.0All red [s] 0.03.00.03.03.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 47.21537.62275.73205.04771.8196.7595th-Percentile Queue Length [ft] 1.8921.5011.038.2030.873.8795th-Percentile Queue Length [veh] 26.23378.16169.10116.52575.1553.7550th-Percentile Queue Length [ft] 1.0515.136.764.6623.012.1550th-Percentile Queue Length [veh] NoYesNoNoYesNoCritical Lane Group BCBBDCLane Group LOS 18.0333.2619.2216.1043.4326.22d, Delay for Lane Group [s/veh] 0.120.930.540.380.960.28X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.086.032.641.1920.421.71d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 17.9527.2316.5914.9123.0124.51d1, Uniform Delay [s] 631724799905936412c, Capacity [veh/h] 157718101615183018921040s, saturation flow rate [veh/h] 0.050.370.270.190.470.11(v / s)_i Volume / Saturation Flow Rate 0.400.400.490.490.490.49g / C, Green / Cycle 383847474747g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 19.22 33.26 18.0326.22d_M, Delay for Movement [s/veh]16.1043.43 CB BCMovement LOS BD 31.7217.85d_A, Approach Delay [s/veh]41.45 CBApproach LOS D 31.37d_I, Intersection Delay [s/veh] CIntersection LOS 0.845Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.146Volume to Capacity (v/c): DLevel Of Service: 33.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 27434134154107493Total Analysis Volume [veh/h] 688333927123Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 25231128148103472Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.411.411.411.411.411.41Growth Rate 0.600.000.002.900.000.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 179229110573335Base Volume Input [veh/h] Name volumes 25 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 7.89d_I, Intersection Delay [s/veh] DAAApproach LOS 25.935.020.00d_A, Approach Delay [s/veh] 115.46115.460.0014.030.000.0095th-Percentile Queue Length [ft] 4.624.620.000.560.000.0095th-Percentile Queue Length [veh] CDAAAAMovement LOS 24.9633.780.009.400.000.00d_M, Delay for Movement [s/veh] 0.510.150.000.160.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.661Volume to Capacity (v/c): BLevel Of Service: 17.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0010Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 926350382011940818753832214Total Analysis Volume [veh/h] 232871053210247135813Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 886335351810939117951630913Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 6.700.0016.7012.008.3014.3016.704.909.002.806.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6042282412762661223512109Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0290029003600360Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 280.4829.71167.85108.84251.37125.8995th-Percentile Queue Length [ft] 11.221.196.714.3510.055.0495th-Percentile Queue Length [veh] 172.7216.5193.2560.47150.7169.9450th-Percentile Queue Length [ft] 6.910.663.732.426.032.8050th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group CBBCBBLane Group LOS 26.7614.6712.1820.1217.0310.99d, Delay for Lane Group [s/veh] 0.770.110.460.420.680.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.170.081.692.834.751.05d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.320.110.500.500.500.50k, delay calibration 20.5914.6010.5017.2912.279.94d1, Uniform Delay [s] 583624905449788943c, Capacity [veh/h] 14051625180498615711765s, saturation flow rate [veh/h] 0.320.040.230.190.340.19(v / s)_i Volume / Saturation Flow Rate 0.340.340.500.500.500.50g / C, Green / Cycle 222233333333g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 14.67 14.6714.67 26.76 26.7626.7612.1810.99 10.99d_M, Delay for Movement [s/veh]12.1817.03 20.12 B BB CCCBBMovement LOS B BBC 14.67 26.76d_A, Approach Delay [s/veh]14.6414.71 B CApproach LOS B B 17.39d_I, Intersection Delay [s/veh] BIntersection LOS 0.661Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.477Volume to Capacity (v/c): FLevel Of Service: 336.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 8239756321980148Total Analysis Volume [veh/h] 2199141552037Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 7938054021077142Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.711.711.711.711.711.71Growth Rate 2.208.604.101.6011.106.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 462223161234583Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 35.44d_I, Intersection Delay [s/veh] AAFApproach LOS 0.002.56222.66d_A, Approach Delay [s/veh] 0.000.00164.68164.6811.46275.4095th-Percentile Queue Length [ft] 0.000.006.596.590.4611.0295th-Percentile Queue Length [veh] AAAABFMovement LOS 0.000.000.009.1511.92336.57d_M, Delay for Movement [s/veh] 0.000.000.010.200.131.48V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.531Volume to Capacity (v/c): BLevel Of Service: 19.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2129184342282642312908202Total Analysis Volume [veh/h] 132468612665873251Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2118176328282532212788194Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 0.0028.600.005.402.90100.000.004.407.909.700.009.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 175111206151591391755122Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 058002000321258580Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 030003000303030300Maximum Green [s] 050050055550Minimum Green [s] --------Lead---Lead / Lag 6Auxiliary Signal Groups 020040083660Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 16.18109.46212.071.34117.1094.82230.26195.5195th-Percentile Queue Length [ft] 0.654.388.480.054.683.799.217.8295th-Percentile Queue Length [veh] 8.9960.81121.630.7465.0552.68134.99109.6550th-Percentile Queue Length [ft] 0.362.434.870.032.602.115.404.3950th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CBBBABCCLane Group LOS 25.4416.1617.9218.389.8810.3928.3932.13d, Delay for Lane Group [s/veh] 0.170.260.410.010.260.360.640.67X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.610.931.470.040.590.421.522.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.130.110.11k, delay calibration 24.8315.2316.4518.349.289.9726.8729.68d1, Uniform Delay [s] 1336968392841053643453314c, Capacity [veh/h] 25215321846562181111041472767s, saturation flow rate [veh/h] 0.090.120.190.000.150.210.200.27(v / s)_i Volume / Saturation Flow Rate 0.310.450.450.450.580.580.310.31g / C, Green / Cycle 2841414152522828g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.92 16.1618.38 25.44 25.4425.449.8832.13 32.13d_M, Delay for Movement [s/veh]9.8828.39 10.39 B BB CCCACMovement LOS C ACB 17.31 25.44d_A, Approach Delay [s/veh]10.1129.96 B CApproach LOS C B 19.17d_I, Intersection Delay [s/veh] BIntersection LOS 0.531Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.075Volume to Capacity (v/c): DLevel Of Service: 32.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0200Pedestrian Volume [ped/h] 527967619699150676232411Total Analysis Volume [veh/h] 170172492538172663Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 526764618895144646222311Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 0.000.600.0025.007.408.204.300.0025.000.006.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3172414121619341414157Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 7.28d_I, Intersection Delay [s/veh] AACCApproach LOS 1.482.6819.4019.75d_A, Approach Delay [s/veh] 25.3425.3425.340.000.006.4862.6962.6962.6917.4417.4417.4495th-Percentile Queue Length [ft] 1.011.011.010.000.000.262.512.512.510.700.700.7095th-Percentile Queue Length [veh] AAAAAACCDBCDMovement LOS 0.000.007.740.000.008.1516.5424.9728.6112.0721.3632.27d_M, Delay for Movement [s/veh] 0.000.000.050.000.000.080.200.250.030.030.090.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.178Volume to Capacity (v/c): CLevel Of Service: 17.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 0243Pedestrian Volume [ped/h] 0203281033390343211565Total Analysis Volume [veh/h] 0517268501115416Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 019527993250343201462Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.004.300.002.801.300.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 013919712320232141044Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 2.64d_I, Intersection Delay [s/veh] AABCApproach LOS 1.000.0013.8016.84d_A, Approach Delay [s/veh] 19.3019.3019.300.000.000.001.831.831.8324.3424.3424.3495th-Percentile Queue Length [ft] 0.770.770.770.000.000.000.070.070.070.970.970.9795th-Percentile Queue Length [veh] AAAAAAACCBCCMovement LOS 0.000.008.290.000.007.639.5415.5115.7713.4117.5617.78d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.000.010.010.030.040.18V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.671Volume to Capacity (v/c): CLevel Of Service: 22.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 20083812386481136901151554792Total Analysis Volume [veh/h] 502123121122817229413723Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 19280811882461086611101452488Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.571.571.571.57Growth Rate 0.800.000.001.305.800.001.400.701.400.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1225157552296942170933456Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0270027006300630Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 42 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 282.848.17202.2160.26404.9975.45236.7484.8195th-Percentile Queue Length [ft] 11.310.338.092.4116.203.029.473.3995th-Percentile Queue Length [veh] 174.524.54114.4833.48270.2041.92139.7947.1250th-Percentile Queue Length [ft] 6.980.184.581.3410.811.685.591.8850th-Percentile Queue Length [veh] YesNoNoNoYesNoNoNoCritical Lane Group DDDDBBBCLane Group LOS 45.2737.4636.7850.6715.9317.9510.2930.60d, Delay for Lane Group [s/veh] 0.760.040.580.370.750.270.520.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 13.710.456.817.964.901.611.763.80d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.50k, delay calibration 31.5637.0229.9742.7111.0416.348.5326.80d1, Uniform Delay [s] 37218335813010684201087258c, Capacity [veh/h] 152010721464100216577651687620s, saturation flow rate [veh/h] 0.190.010.140.050.480.150.330.15(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.240.640.640.640.64g / C, Green / Cycle 2222222258585858g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 43 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 36.78 36.7850.67 37.46 45.2745.2715.9330.60 10.29d_M, Delay for Movement [s/veh]15.9310.29 17.95 D DD DDDBBMovement LOS C BBB 39.37 45.06d_A, Approach Delay [s/veh]16.1913.15 D DApproach LOS B B 22.02d_I, Intersection Delay [s/veh] CIntersection LOS 0.671Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 44 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.285Volume to Capacity (v/c): BLevel Of Service: 14.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 9977Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 2331896000141290014371Total Analysis Volume [veh/h] 68024000332003618Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor 2230592000131240013768Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.281.281.281.001.001.001.281.281.001.001.281.28Growth Rate 5.900.500.002.002.002.000.004.102.002.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 172387200010970010753Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 45 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 032000002800280Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 46 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 110.00120.1532.8851.7695th-Percentile Queue Length [ft] 4.404.811.322.0795th-Percentile Queue Length [veh] 61.1166.7518.2728.7650th-Percentile Queue Length [ft] 2.442.670.731.1550th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group CCAALane Group LOS 20.6120.496.146.64d, Delay for Lane Group [s/veh] 0.540.540.150.23X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 1.201.090.350.59d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 19.4119.415.806.05d1, Uniform Delay [s] 383422937920c, Capacity [veh/h] 1516166716141447s, saturation flow rate [veh/h] 0.140.140.090.15(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.58g / C, Green / Cycle 15153535g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 47 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 20.49 20.6120.566.146.64 6.64d_M, Delay for Movement [s/veh]6.140.00 0.00 CCCAAMovement LOS A A 0.00 20.55d_A, Approach Delay [s/veh]6.146.64 A CApproach LOS A A 14.21d_I, Intersection Delay [s/veh] BIntersection LOS 0.285Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 48 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.344Volume to Capacity (v/c): BLevel Of Service: 12.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 7184Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00063415210288272672820Total Analysis Volume [veh/h] 000161045072767700Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.92000.92000.92001.00000.92000.92000.92000.92001.0000Peak Hour Factor 00060398200276262562700Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.181.181.181.001.181.181.181.181.00Growth Rate 2.002.002.000.000.600.002.002.109.100.501.302.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00051337170234222172290Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 49 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 50 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 127.96143.6273.399.0470.7771.3295th-Percentile Queue Length [ft] 5.125.742.940.362.832.8595th-Percentile Queue Length [veh] 71.0979.7940.775.0239.3239.6250th-Percentile Queue Length [ft] 2.843.191.630.201.571.5850th-Percentile Queue Length [veh] YesNoNoNoYesNoCritical Lane Group CCAAAALane Group LOS 21.6321.317.169.557.497.09d, Delay for Lane Group [s/veh] 0.630.620.300.050.320.29X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.731.460.780.181.010.74d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 19.8919.856.389.376.496.35d1, Uniform Delay [s] 373428972533836980c, Capacity [veh/h] 14731693167591814411688s, saturation flow rate [veh/h] 0.160.160.170.030.190.17(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 51 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.44 21.6321.31 0.00 0.000.000.000.00 7.09d_M, Delay for Movement [s/veh]7.167.49 9.55 C CCAMovement LOS AAA 21.46 0.00d_A, Approach Delay [s/veh]7.377.28 C AApproach LOS A A 12.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.344Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 52 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.457Volume to Capacity (v/c): BLevel Of Service: 10.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 054Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 1868518256637149Total Analysis Volume [veh/h] 4621320617937Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1768077826335143Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.541.541.541.541.541.54Growth Rate 4.402.100.003.608.604.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 114524508412393Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 53 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 040400020Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 030300015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 54 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 163.56156.12157.05109.7799.1395th-Percentile Queue Length [ft] 6.546.246.284.393.9795th-Percentile Queue Length [veh] 90.8686.7487.2560.9855.0750th-Percentile Queue Length [ft] 3.633.473.492.442.2050th-Percentile Queue Length [veh] YesNoNoNoYesCritical Lane Group AAAACLane Group LOS 9.869.229.718.9620.98d, Delay for Lane Group [s/veh] 0.560.520.550.500.53X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 2.401.972.332.271.21d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.11k, delay calibration 7.467.247.396.6919.77d1, Uniform Delay [s] 931991921778354c, Capacity [veh/h] 15731675155611961465s, saturation flow rate [veh/h] 0.330.310.320.320.13(v / s)_i Volume / Saturation Flow Rate 0.590.590.590.590.24g / C, Green / Cycle 3636363614g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 55 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 9.42 9.47 9.8620.98d_M, Delay for Movement [s/veh]8.9620.98 AA ACMovement LOS AC 9.549.38d_A, Approach Delay [s/veh]20.98 AAApproach LOS C 10.48d_I, Intersection Delay [s/veh] BIntersection LOS 0.457Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 56 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.628Volume to Capacity (v/c): BLevel Of Service: 19.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardHighland BoulevardName Intersection Setup 0001Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 409445007185870001981265Total Analysis Volume [veh/h] 1021110018014700050066Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 388422006815570001901254Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 1.103.102.002.002.801.902.002.002.003.902.001.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 264287004633790001291173Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardHighland BoulevardName volumes 57 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03500501502000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040080Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 58 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 209.36215.920.0083.5183.51261.850.00158.75231.1495th-Percentile Queue Length [ft] 8.378.640.003.343.3410.470.006.359.2595th-Percentile Queue Length [veh] 119.66124.440.0046.3946.39158.590.0088.20135.6450th-Percentile Queue Length [ft] 4.794.980.001.861.866.340.003.535.4350th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group BBAAACACDLane Group LOS 16.7115.760.005.685.6826.800.0032.3040.40d, Delay for Lane Group [s/veh] 0.610.560.000.300.300.900.000.590.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.250.690.000.140.1415.400.007.5411.85d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.150.120.110.110.110.410.500.500.50k, delay calibration 15.4715.070.005.545.5411.400.0024.7628.56d1, Uniform Delay [s] 67179033211881188651451335366c, Capacity [veh/h] 1566184373118481848971186315641414s, saturation flow rate [veh/h] 0.260.240.000.190.190.600.000.130.19(v / s)_i Volume / Saturation Flow Rate 0.430.430.430.640.640.640.210.210.21g / C, Green / Cycle 303030454545151515g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 59 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 5.68 5.6826.80 0.00 16.7115.760.0040.40 32.30d_M, Delay for Movement [s/veh]0.0032.30 0.00 A AC BABACMovement LOS D ACA 15.18 16.22d_A, Approach Delay [s/veh]0.0036.93 B BApproach LOS D A 19.36d_I, Intersection Delay [s/veh] BIntersection LOS 0.628Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 60 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 473.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 136546331272152002790101Total Analysis Volume [veh/h] 34137113183800120025Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 12951833120614400276097Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.561.561.561.561.561.561.561.561.561.561.561.56Growth Rate 3.603.300.000.002.503.300.000.000.002.000.001.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 83332227739200149062Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 61 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 32.86d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.051.05114.49409.08d_A, Approach Delay [s/veh] 0.0052.90105.790.000.0015.184.384.384.38347.58347.58347.5895th-Percentile Queue Length [ft] 0.002.124.230.000.000.610.180.180.1813.9013.9013.9095th-Percentile Queue Length [veh] AABAAACFFFFFMovement LOS 0.000.0011.560.000.009.8219.68119.12114.49381.13473.57430.95d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.170.000.000.060.120.001.55V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 62 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.014Volume to Capacity (v/c): FLevel Of Service: 56.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 3045Pedestrian Volume [ped/h] 23517911643622359566190Total Analysis Volume [veh/h] 6102000169161514147Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21517611613472257542182Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.151.151.151.151.151.151.151.151.151.151.151.15Growth Rate 0.000.000.000.000.000.000.001.005.302.001.301.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18416611533021950471158Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 63 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 2.54d_I, Intersection Delay [s/veh] CBAAApproach LOS 20.8412.490.462.05d_A, Approach Delay [s/veh] 9.459.459.4512.5412.5412.5466.3266.3266.32163.29163.29163.2995th-Percentile Queue Length [ft] 0.380.380.380.500.500.502.652.652.656.536.536.5395th-Percentile Queue Length [veh] BEFBEFAAAAAAMovement LOS 13.9945.2056.5611.6044.3651.020.000.008.950.000.008.80d_M, Delay for Movement [s/veh] 0.050.050.010.120.010.010.000.000.020.000.010.17V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.170Volume to Capacity (v/c): FLevel Of Service: 83.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 0103Pedestrian Volume [ped/h] 5716477330413482119784078Total Analysis Volume [veh/h] 1441221810312130201022Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5215436328396462114753908Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 2.900.000.0025.000.000.001.202.601.400.002.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 341028421825730074492535Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 65 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 7.07d_I, Intersection Delay [s/veh] FFAAApproach LOS 67.0665.371.030.16d_A, Approach Delay [s/veh] 108.64108.64108.6442.1742.1742.170.000.009.250.000.000.7995th-Percentile Queue Length [ft] 4.354.354.351.691.691.690.000.000.370.000.000.0395th-Percentile Queue Length [veh] FFFEFFAAAAAAMovement LOS 51.5383.7980.1837.3958.6972.570.000.008.740.000.009.75d_M, Delay for Movement [s/veh] 0.090.170.450.020.030.370.000.000.110.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 66 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 2.788Volume to Capacity (v/c): FLevel Of Service: 1,427.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 5000Pedestrian Volume [ped/h] 493483290642505095812768109Total Analysis Volume [veh/h] 12928226101312715321727Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 473383186840484885612265104Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 3.300.000.000.000.700.000.000.600.001.300.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3021520560263131536794267Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 67 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 220.75d_I, Intersection Delay [s/veh] FAAFApproach LOS 208.120.370.971381.01d_A, Approach Delay [s/veh] 156.08156.08156.080.000.003.210.000.006.43791.74791.74791.7495th-Percentile Queue Length [ft] 6.246.246.240.000.000.130.000.000.2631.6731.6731.6795th-Percentile Queue Length [veh] FFFAAAAABFFFMovement LOS 176.85208.90396.410.000.008.670.000.0010.341342.271378.391427.79d_M, Delay for Movement [s/veh] 0.150.410.510.000.010.040.000.010.080.230.812.79V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 68 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.074Volume to Capacity (v/c): FLevel Of Service: 10,000.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0010Pedestrian Volume [ped/h] 3747422124559580013033Total Analysis Volume [veh/h] 9118113114014503011Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3545422119536556012033Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.681.681.681.681.681.681.681.681.681.681.681.68Growth Rate 0.000.400.000.000.000.300.600.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21270117131933107022Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 69 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 101.75d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.039.88195.7210000.00d_A, Approach Delay [s/veh] 39.5639.5639.560.000.0079.47680.15680.15680.1548.0348.0348.0395th-Percentile Queue Length [ft] 1.581.581.580.000.003.1827.2127.2127.211.921.921.9295th-Percentile Queue Length [veh] AAAAABFFFFFFMovement LOS 0.000.007.450.000.0012.11193.78274.53282.2210000.010000.010000.0d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.531.000.000.340.000.070.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 70 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BLevel Of Service: 10.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 300Pedestrian Volume [ped/h] 3310193381919Total Analysis Volume [veh/h] 177489482Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 3297185361768Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.081.081.081.081.081.08Growth Rate 0.000.002.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3275171331637Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 71 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 10.81Intersection Delay [s/veh] BABApproach LOS 12.249.3010.29Approach Delay [s/veh] 57.9326.674.7129.8795th-Percentile Queue Length [ft] 2.321.070.191.1995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 22.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 65106130154Pedestrian Volume [ped/h] 80721013899217821915919320310Total Analysis Volume [veh/h] 2018251025520554048513Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7769973591197521015218519510Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.931.931.931.931.931.931.931.931.931.931.931.93Growth Rate 0.002.802.000.002.100.000.000.000.001.003.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4036501847103910979961015Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 73 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 22.31Intersection Delay [s/veh] CBDCApproach LOS 16.4513.6828.8621.97Approach Delay [s/veh] 66.5034.17189.22136.9395th-Percentile Queue Length [ft] 2.661.377.575.4895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 30.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 110483635Pedestrian Volume [ped/h] 141525390711375124254523758Total Analysis Volume [veh/h] 44698183413611115915Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 131423374681314923254322756Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.801.801.801.801.801.801.801.801.801.801.801.80Growth Rate 0.000.000.000.500.001.4011.100.800.000.000.803.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 781320838732712932412631Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 75 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 30.07Intersection Delay [s/veh] BECCApproach LOS 11.2145.9816.0817.33Approach Delay [s/veh] 9.18319.737.9569.8684.7110.7195th-Percentile Queue Length [ft] 0.3712.790.322.793.390.4395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 76 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.767Volume to Capacity (v/c): CLevel Of Service: 34.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 492310Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 187932311359442567610094137718Total Analysis Volume [veh/h] 47233834236641925233195Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 17989330129905245739690127117Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.741.741.741.741.741.741.741.741.741.741.741.74Growth Rate 0.000.600.000.001.002.104.801.807.700.002.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103513177452014142555274110Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 77 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 08200951302500250Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 09000902504500450Maximum Green [s] 03000301002000200Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 78 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1097.5933.42596.30178.70229.98140.74111.9926.0095th-Percentile Queue Length [ft] 43.901.3423.857.159.205.634.481.0495th-Percentile Queue Length [veh] 857.4818.57426.8899.28134.7878.1962.2214.4450th-Percentile Queue Length [ft] 34.300.7417.083.975.393.132.490.5850th-Percentile Queue Length [veh] YesNoNoYesYesNoNoNoCritical Lane Group DDBEDEDDLane Group LOS 42.3335.7213.7363.5051.6158.0643.9953.69d, Delay for Lane Group [s/veh] 0.980.160.800.860.560.470.270.12X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 20.420.373.2325.957.187.652.071.60d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.430.110.310.500.500.500.500.50k, delay calibration 21.9135.3410.5037.5544.4350.4141.9252.10d1, Uniform Delay [s] 11421961345298312201328152c, Capacity [veh/h] 183453118416601682116017651219s, saturation flow rate [veh/h] 0.610.060.590.390.100.080.050.01(v / s)_i Volume / Saturation Flow Rate 0.620.620.730.730.190.190.190.19g / C, Green / Cycle 7575888822222222g_i, Effective Green Time [s] 3.003.003.000.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 79 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 13.73 13.7363.50 35.72 42.3342.3351.6153.69 43.99d_M, Delay for Movement [s/veh]51.6143.99 58.06 B BE DDDDDMovement LOS D DDE 23.27 42.15d_A, Approach Delay [s/veh]53.8645.60 C DApproach LOS D D 34.58d_I, Intersection Delay [s/veh] CIntersection LOS 0.767Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 80 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CLevel Of Service: 20.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 2021115Pedestrian Volume [ped/h] 76369611317987661543335199Total Analysis Volume [veh/h] 199222845221639811325Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 73354610817283631483234995Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.000.400.001.300.001.700.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5225347712359451062323568Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 81 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 20.33Intersection Delay [s/veh] DCCBApproach LOS 25.6019.9015.6513.56Approach Delay [s/veh] 170.87117.5462.9732.7695th-Percentile Queue Length [ft] 6.834.702.521.3195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DLevel Of Service: 26.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 16010012Pedestrian Volume [ped/h] 223320248240105169Total Analysis Volume [veh/h] 568062602642Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 214307238230101162Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 2.742.742.742.742.742.74Growth Rate 1.300.001.101.202.703.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7811287843759Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 83 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 26.22Intersection Delay [s/veh] DCCApproach LOS 34.9522.4115.71Approach Delay [s/veh] 250.08163.9368.2195th-Percentile Queue Length [ft] 10.006.562.7395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 84 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.580Volume to Capacity (v/c): ALevel Of Service: 7.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 02964Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 147844392553116850913163Total Analysis Volume [veh/h] 37211106133421320141Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 141809372450916148913153Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.271.271.271.271.271.271.271.271.271.271.271.27Growth Rate 1.800.400.005.301.701.605.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111637291940112738712122Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 85 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0690069002100210Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 86 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 229.4110.3886.35110.0559.860.9617.913.0395th-Percentile Queue Length [ft] 9.180.423.454.402.390.040.720.1295th-Percentile Queue Length [veh] 134.365.7747.9761.1433.260.539.951.6850th-Percentile Queue Length [ft] 5.370.231.922.451.330.020.400.0750th-Percentile Queue Length [veh] YesNoNoNoYesNoNoNoCritical Lane Group AAABDDDDLane Group LOS 6.234.743.2317.2042.1839.9038.2842.61d, Delay for Lane Group [s/veh] 0.670.060.370.440.490.010.120.03X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.430.160.723.562.980.010.330.09d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.11k, delay calibration 3.804.582.5113.6539.2039.8937.9542.52d1, Uniform Delay [s] 14796761487386122163160116c, Capacity [veh/h] 184386618535681407141618481225s, saturation flow rate [veh/h] 0.540.050.300.300.040.000.010.00(v / s)_i Volume / Saturation Flow Rate 0.800.800.800.800.090.090.090.09g / C, Green / Cycle 727272728888g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 87 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 3.23 3.2317.20 4.74 6.236.2342.1842.61 38.28d_M, Delay for Movement [s/veh]42.1838.28 39.90 A AB AAADDMovement LOS D DDD 6.47 6.17d_A, Approach Delay [s/veh]42.1438.87 A AApproach LOS D D 7.86d_I, Intersection Delay [s/veh] AIntersection LOS 0.580Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 88 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.110Volume to Capacity (v/c): BLevel Of Service: 13.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 10423766629761Total Analysis Volume [veh/h] 265917152415Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 9120858548956Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 0.880.880.880.880.880.88Growth Rate 4.905.906.104.902.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 103236666110164Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 89 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with BIntersection LOS 3.79d_I, Intersection Delay [s/veh] AABApproach LOS 0.003.9511.85d_A, Approach Delay [s/veh] 0.000.000.004.0722.2822.2895th-Percentile Queue Length [ft] 0.000.000.000.160.890.8995th-Percentile Queue Length [veh] AAAABBMovement LOS 0.000.000.008.1611.0713.10d_M, Delay for Movement [s/veh] 0.000.000.000.050.120.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.206Volume to Capacity (v/c): FLevel Of Service: 185.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 131153473227128218Total Analysis Volume [veh/h] 3338118573255Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 115134414199118201Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.911.911.911.911.911.91Growth Rate 1.7015.804.101.004.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 607021710462105Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 91 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 32.74d_I, Intersection Delay [s/veh] AAFApproach LOS 0.002.73120.35d_A, Approach Delay [s/veh] 0.000.000.0016.0313.90291.5395th-Percentile Queue Length [ft] 0.000.000.000.640.5611.6695th-Percentile Queue Length [veh] AAAABFMovement LOS 0.000.000.008.4010.24185.00d_M, Delay for Movement [s/veh] 0.000.000.000.180.161.21V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 92 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.221Volume to Capacity (v/c): CLevel Of Service: 19.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 6538172033471Total Analysis Volume [veh/h] 1632451818Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 5517141713165Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.231.231.231.231.231.23Growth Rate 0.900.000.001.404.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4486111392553Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 93 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 1.88d_I, Intersection Delay [s/veh] AACApproach LOS 0.090.0017.11d_A, Approach Delay [s/veh] 0.000.440.000.0025.8325.8395th-Percentile Queue Length [ft] 0.000.020.000.001.031.0395th-Percentile Queue Length [veh] AAAABCMovement LOS 0.007.660.000.0012.4719.33d_M, Delay for Movement [s/veh] 0.010.010.000.000.040.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 94 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.884Volume to Capacity (v/c): DLevel Of Service: 44.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 61703700008992114096290Total Analysis Volume [veh/h] 154090000225531021570Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor 56803400008271943765790Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.881.001.881.001.001.001.001.881.881.881.881.00Growth Rate 4.902.005.602.002.002.002.002.202.9012.006.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 30201800004401032003080Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 95 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.00.03.00.00.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 0010000010010100Pedestrian Clearance [s] 005000050550Walk [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Vehicle Extension [s] 00560000641450500Split [s] 0.00.02.00.00.00.00.02.00.02.02.00.0All red [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Amber [s] 00450000902090900Maximum Green [s] 0020000030530300Minimum Green [s] --Lead-----Lead---Lead / Lag 2,3Auxiliary Signal Groups 003000061220Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 96 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 728.0428.53963.89191.4867.52689.0895th-Percentile Queue Length [ft] 29.121.1438.567.662.7027.5695th-Percentile Queue Length [veh] 537.8615.85740.72106.7637.51504.8450th-Percentile Queue Length [ft] 21.510.6329.634.271.5020.1950th-Percentile Queue Length [veh] YesNoYesNoNoNoCritical Lane Group ECDDADLane Group LOS 59.0720.9950.9937.072.6951.41d, Delay for Lane Group [s/veh] 0.960.050.960.680.330.90X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 24.850.0322.0911.300.7417.00d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.410.110.500.500.500.50k, delay calibration 34.2220.9628.9025.761.9534.41d1, Uniform Delay [s] 6407129323111222698c, Capacity [veh/h] 15401714185997014421789s, saturation flow rate [veh/h] 0.400.020.480.220.280.35(v / s)_i Volume / Saturation Flow Rate 0.420.420.500.500.850.39g / C, Green / Cycle 5050606010247g_i, Effective Green Time [s] 3.003.003.000.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCLRCLane Group Lane Group Calculations 97 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 20.99 59.070.000.000.00 51.41d_M, Delay for Movement [s/veh]50.992.69 37.07 ECDMovement LOS DAD 0.00 56.91d_A, Approach Delay [s/veh]48.3432.21 A EApproach LOS C D 44.37d_I, Intersection Delay [s/veh] DIntersection LOS 0.884Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------321Ring 1 Sequence 98 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.662Volume to Capacity (v/c): CLevel Of Service: 21.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0003301392180200292275Total Analysis Volume [veh/h] 00080355201007369Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92001.00000.92000.92000.92001.00001.00000.92000.9200Peak Hour Factor 0003001281973800269253Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.581.001.581.581.581.001.001.581.58Growth Rate 2.002.002.005.302.0013.500.001.302.002.002.4010.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000190811246700170160Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 99 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000022035004813Split [s] 0.00.00.00.00.02.00.02.00.00.02.00.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 100 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 23.61140.88427.3936.8660.0695th-Percentile Queue Length [ft] 0.945.6417.101.472.4095th-Percentile Queue Length [veh] 13.1278.27288.1920.4833.3750th-Percentile Queue Length [ft] 0.523.1311.530.821.3350th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group CDCABLane Group LOS 29.6252.6422.873.0118.51d, Delay for Lane Group [s/veh] 0.230.930.860.230.59X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.8121.5110.090.435.37d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.50k, delay calibration 28.8131.1312.782.5813.15d1, Uniform Delay [s] 1431499551258467c, Capacity [veh/h] 1380143516801670741s, saturation flow rate [veh/h] 0.020.100.490.170.37(v / s)_i Volume / Saturation Flow Rate 0.100.100.570.750.75g / C, Green / Cycle 77405353g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 101 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 29.6252.64 0.00 0.000.0022.8718.51 3.01d_M, Delay for Movement [s/veh]22.870.00 0.00 CDCAMovement LOS B C 48.22 0.00d_A, Approach Delay [s/veh]22.8710.53 D AApproach LOS B C 21.18d_I, Intersection Delay [s/veh] CIntersection LOS 0.662Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 102 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.544Volume to Capacity (v/c): BLevel Of Service: 16.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1179952143331615311972852Total Analysis Volume [veh/h] 3222451184048518213Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1068871940291429271764446Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 33.4050.000.001.808.3012.0016.702.1011.809.105.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 64555122518899171140529Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 103 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 020002000572104913Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 010001000301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 68.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 104 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 16.889.37121.6342.3112.78457.567.976.83162.7213.8595th-Percentile Queue Length [ft] 0.680.374.871.690.5118.300.320.276.510.5595th-Percentile Queue Length [veh] 9.385.2167.5723.517.10312.594.433.8090.407.6950th-Percentile Queue Length [ft] 0.380.212.700.940.2812.500.180.153.620.3150th-Percentile Queue Length [veh] NoNoYesNoNoYesNoNoNoYesCritical Lane Group DDDDABAABBLane Group LOS 37.1044.4444.6440.839.1817.345.788.3110.5112.71d, Delay for Lane Group [s/veh] 0.150.090.710.250.040.820.060.020.370.15X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.560.405.730.760.020.910.040.010.120.19d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.110.110.110.11k, delay calibration 36.5444.0538.9140.079.1616.435.738.2910.3912.52d1, Uniform Delay [s] 1219816217276719645478491968353c, Capacity [veh/h] 11431296153312651384354376514803432524s, saturation flow rate [veh/h] 0.020.010.080.030.020.460.040.010.210.10(v / s)_i Volume / Saturation Flow Rate 0.110.110.110.110.550.550.670.570.570.67g / C, Green / Cycle 9999505060525260g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 105 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 44.64 44.6440.83 44.44 37.1037.109.1812.71 10.51d_M, Delay for Movement [s/veh]17.348.31 5.78 D DD DDDABMovement LOS B BAA 43.61 39.55d_A, Approach Delay [s/veh]16.9610.60 D DApproach LOS B B 16.87d_I, Intersection Delay [s/veh] BIntersection LOS 0.544Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 106 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.703Volume to Capacity (v/c): CLevel Of Service: 31.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 17432922289636124163143348834363479Total Analysis Volume [veh/h] 4382562215931413581228615820Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 16531221182585114150131844931658373Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.871.871.871.871.871.871.871.871.871.871.871.87Growth Rate 6.807.804.402.301.300.002.502.902.501.807.705.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8816711344313618070524016931239Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 107 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 5959145454954544220208Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 303030303030303030303030Maximum Green [s] 555555555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,83,62,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 40.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 130Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 108 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 136.14192.43236.8398.37372.05135.0597.84634.41378.82287.62316.3756.8495th-Percentile Queue Length [ft] 5.457.709.473.9314.885.403.9125.3815.1511.5012.652.2795th-Percentile Queue Length [veh] 75.63107.43139.8654.65243.9775.0354.35458.77249.34178.17200.3231.5850th-Percentile Queue Length [ft] 3.034.305.592.199.763.002.1718.359.977.138.011.2650th-Percentile Queue Length [veh] NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group BDDCDCBCCCCCLane Group LOS 18.5738.3738.8933.5047.8432.6311.7428.7729.6023.1033.3125.00d, Delay for Lane Group [s/veh] 0.230.360.720.180.760.310.170.780.790.440.510.34X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.150.243.210.811.461.950.393.4610.121.781.503.85d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.500.500.500.500.500.500.50k, delay calibration 18.4238.1335.6832.6946.3830.6811.3525.3119.4921.3231.8121.14d1, Uniform Delay [s] 75591530749183640595218276157821243234c, Capacity [veh/h] 15123356103015793571118515763516111615863359469s, saturation flow rate [veh/h] 0.120.100.220.060.180.100.100.410.440.220.190.17(v / s)_i Volume / Saturation Flow Rate 0.500.270.340.310.230.340.600.520.580.490.370.58g / C, Green / Cycle 653544403044796876644876g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 109 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 47.84 33.5032.63 38.89 18.5738.3711.7425.00 33.31d_M, Delay for Movement [s/veh]28.7723.10 29.60 D CC BDDBCMovement LOS C CCC 44.12 33.78d_A, Approach Delay [s/veh]27.6329.37 D CApproach LOS C C 31.94d_I, Intersection Delay [s/veh] CIntersection LOS 0.703Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 110 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.656Volume to Capacity (v/c): CLevel Of Service: 27.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1192338021054216992102020580612111Total Analysis Volume [veh/h] 305820521354223255512015328Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 113221761995141608593818974563102Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 9.803.801.900.000.800.903.302.206.603.804.501.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8115854142367114616701355340273Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 111 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 434384444903580358Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 28.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 112 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 80.02190.1451.12143.94477.79120.53417.91424.94129.68241.31248.3767.6195th-Percentile Queue Length [ft] 3.207.612.045.7619.114.8216.7217.005.199.659.932.7095th-Percentile Queue Length [veh] 44.46105.8028.4079.97329.0466.96280.56286.2272.05143.19148.4637.5650th-Percentile Queue Length [ft] 1.784.231.143.2013.162.6811.2211.452.885.735.941.5050th-Percentile Queue Length [veh] NoNoYesNoYesNoYesNoNoNoNoYesCritical Lane Group BCCBDCCCCCCCLane Group LOS 18.9027.0322.1519.2940.9421.2229.7829.4920.1522.4422.3520.55d, Delay for Lane Group [s/veh] 0.200.420.280.310.900.330.730.730.490.470.470.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.740.510.541.169.971.696.336.084.042.192.093.25d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.500.220.500.500.500.500.500.500.50k, delay calibration 18.1626.5221.6218.1330.9719.5323.4523.4116.1120.2620.2517.30d1, Uniform Delay [s] 599553284684600516747769419722752308c, Capacity [veh/h] 147118309931615188512741806185984117461818670s, saturation flow rate [veh/h] 0.080.130.080.130.290.130.300.300.240.190.190.17(v / s)_i Volume / Saturation Flow Rate 0.410.300.400.420.320.400.410.410.500.410.410.50g / C, Green / Cycle 392938403038393947393947g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 113 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 40.94 19.2921.22 22.15 18.9027.0329.7820.55 22.39d_M, Delay for Movement [s/veh]29.6222.44 20.15 D BC BCCCCMovement LOS C CCC 32.38 23.89d_A, Approach Delay [s/veh]28.1622.14 C CApproach LOS C C 27.36d_I, Intersection Delay [s/veh] CIntersection LOS 0.656Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 114 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.609Volume to Capacity (v/c): DLevel Of Service: 38.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 48143281043361381137731022743051Total Analysis Volume [veh/h] 123672684352819326710813Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 4613827101325134105718952540047Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.301.301.301.301.301.301.301.301.301.301.301.30Growth Rate 14.304.709.502.601.200.002.503.601.400.004.502.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35106217825010381552731930836Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 115 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 025004900351103511Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 0200020003080308Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 116 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 278.85513.26147.31105.87363.1782.44220.84223.3341.1195th-Percentile Queue Length [ft] 11.1520.535.894.2314.533.308.838.931.6495th-Percentile Queue Length [veh] 171.47358.0981.8458.81236.9445.80128.05129.8822.8450th-Percentile Queue Length [ft] 6.8614.323.272.359.481.835.125.200.9150th-Percentile Queue Length [veh] YesYesNoNoYesNoNoNoYesCritical Lane Group EEDCCCCCCLane Group LOS 55.7755.9535.4026.9633.4121.4730.3130.2422.51d, Delay for Lane Group [s/veh] 0.750.920.290.200.610.220.360.360.15X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 8.1213.090.330.772.181.051.601.550.99d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.230.200.110.500.500.500.500.500.50k, delay calibration 47.6642.8635.0726.1931.2320.4228.7128.6921.52d1, Uniform Delay [s] 2894784805731269471630643331c, Capacity [veh/h] 17371802181015763492107617811818842s, saturation flow rate [veh/h] 0.130.240.080.070.220.090.130.130.06(v / s)_i Volume / Saturation Flow Rate 0.170.260.260.360.360.440.350.350.44g / C, Green / Cycle 203232444453424253g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 117 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 55.95 55.9535.40 55.77 55.7755.7726.9622.51 30.27d_M, Delay for Movement [s/veh]33.4130.31 21.47 E ED EEECCMovement LOS C CCC 51.05 55.77d_A, Approach Delay [s/veh]31.4429.50 D EApproach LOS C C 38.27d_I, Intersection Delay [s/veh] DIntersection LOS 0.609Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 118 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.760Volume to Capacity (v/c): DLevel Of Service: 54.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9051515162110820929896415817647589Total Analysis Volume [veh/h] 2212938152775275241394411922Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 8649414559106220028692415116945585Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.411.411.411.411.411.411.411.411.411.411.411.41Growth Rate 0.002.801.000.001.303.503.902.300.900.802.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 613501034275314220365510712032360Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 119 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 73731408122707026595915Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 1515501551515515155Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 84.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 120 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 63.59337.54180.68784.59793.21228.64289.35683.31317.73239.29348.62227.1795th-Percentile Queue Length [ft] 2.5413.507.2331.3831.739.1511.5727.3312.719.5713.949.0995th-Percentile Queue Length [veh] 35.33216.80100.38586.07593.45133.80179.49499.96201.37141.68225.48132.7150th-Percentile Queue Length [ft] 1.418.674.0223.4423.745.357.1820.008.055.679.025.3150th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesNoYesNoYesCritical Lane Group BDFDDFCDFDDFLane Group LOS 11.4741.67101.1450.3550.0993.4121.9554.6990.7738.8952.36118.96d, Delay for Lane Group [s/veh] 0.090.390.710.750.740.710.340.750.690.280.450.74X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.160.8518.206.466.2813.421.044.1815.681.131.3833.45d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration 11.3140.8282.9443.8843.8279.9920.9150.5075.0837.7650.9785.51d1, Uniform Delay [s] 1059132921377779229588112772296231057120c, Capacity [veh/h] 161535193479184118762702155435361793160235221440s, saturation flow rate [veh/h] 0.060.150.040.320.310.080.190.270.090.110.130.06(v / s)_i Volume / Saturation Flow Rate 0.660.380.060.420.420.110.570.360.130.390.300.07g / C, Green / Cycle 11868117676191026523705412g_i, Effective Green Time [s] 3.003.001.003.003.001.003.003.001.001.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 121 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 50.21 50.3593.41 101.14 11.4741.6721.95118.96 52.36d_M, Delay for Movement [s/veh]54.6938.89 90.77 D DF BFDCDMovement LOS F DDF 56.76 49.95d_A, Approach Delay [s/veh]51.8357.16 E DApproach LOS E D 54.00d_I, Intersection Delay [s/veh] DIntersection LOS 0.760Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 122 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.390Volume to Capacity (v/c): BLevel Of Service: 14.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 80315409160296228Total Analysis Volume [veh/h] 2079102407457Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 79312405158293226Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.341.341.341.341.341.34Growth Rate 3.403.003.501.703.602.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 59233302118219169Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 123 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoYesNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 02036162424Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 0303053030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedOverlapPermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 124 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 89.7087.7932.4337.0089.18108.34143.4795th-Percentile Queue Length [ft] 3.593.511.301.483.574.335.7495th-Percentile Queue Length [veh] 49.8348.7718.0220.5549.5460.1979.7050th-Percentile Queue Length [ft] 1.991.950.720.821.982.413.1950th-Percentile Queue Length [veh] YesNoNoNoYesYesNoCritical Lane Group BBAACBCLane Group LOS 15.3714.984.684.4322.9211.6927.31d, Delay for Lane Group [s/veh] 0.350.320.180.190.510.450.77X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.661.400.420.081.310.804.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.110.110.170.11k, delay calibration 13.7113.584.264.3521.6110.8923.16d1, Uniform Delay [s] 5716129721183312652297c, Capacity [veh/h] 1549166015031652160114031590s, saturation flow rate [veh/h] 0.130.120.120.140.100.210.14(v / s)_i Volume / Saturation Flow Rate 0.370.370.650.650.200.470.19g / C, Green / Cycle 22223939122811g_i, Effective Green Time [s] 3.003.003.000.003.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 125 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 4.54 15.13 15.3727.31d_M, Delay for Movement [s/veh]22.9211.69 BA BCMovement LOS CB 15.189.71d_A, Approach Delay [s/veh]18.48 BAApproach LOS B 14.25d_I, Intersection Delay [s/veh] BIntersection LOS 0.390Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 126 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 0.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 000000000000Total Analysis Volume [veh/h] 000000000000Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92001.00000.92000.92000.9200Peak Hour Factor 000000000000Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.001.571.571.57Growth Rate 0.000.000.000.000.000.000.000.002.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000000000000Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 127 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 011001100109001090Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 39.0Offset [s] Fixed timeActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 128 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0095th-Percentile Queue Length [veh] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [ft] 0.000.000.000.000.000.000.0050th-Percentile Queue Length [veh] NoNoNoNoNoNoNoCritical Lane Group AAAAAAALane Group LOS 0.000.000.000.000.000.000.00d, Delay for Lane Group [s/veh] 0.000.000.000.000.000.000.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.000.000.000.000.000.000.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 0.000.000.000.000.000.000.00d1, Uniform Delay [s] 11211214341434143414341124c, Capacity [veh/h] 1710171017101710171017101296s, saturation flow rate [veh/h] 0.000.000.000.000.000.000.00(v / s)_i Volume / Saturation Flow Rate 0.050.050.840.840.840.840.84g / C, Green / Cycle 66104104104104104g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 129 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 0.00 0.000.000.000.00 0.00d_M, Delay for Movement [s/veh]0.000.00 0.00 A AA AAAAAMovement LOS A AA 0.00 0.00d_A, Approach Delay [s/veh]0.000.00 A AApproach LOS A A 0.00d_I, Intersection Delay [s/veh] AIntersection LOS 0.000Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 130 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.495Volume to Capacity (v/c): BLevel Of Service: 12.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3126451629147311151714375017Total Analysis Volume [veh/h] 8711402312828818111874Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2925431498443291092674171116Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 0.000.000.000.000.003.700.001.600.003.801.7010.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18162794532718687422644710Base Volume Input [veh/h] 19th AvenueName volumes 131 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0230023006700670Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 73.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 132 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 89.74294.50200.81201.9530.38117.47119.468.4895th-Percentile Queue Length [ft] 3.5911.788.038.081.224.704.780.3495th-Percentile Queue Length [veh] 49.85183.44113.46114.2916.8865.2666.374.7150th-Percentile Queue Length [ft] 1.997.344.544.570.682.612.650.1950th-Percentile Queue Length [veh] NoYesYesNoNoNoNoNoCritical Lane Group CDAAAAABLane Group LOS 32.4545.387.407.389.246.036.0210.97d, Delay for Lane Group [s/veh] 0.420.790.460.460.150.310.310.05X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.1310.171.181.170.630.630.620.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.310.500.500.500.500.500.50k, delay calibration 31.3335.206.226.218.615.405.4010.63d1, Uniform Delay [s] 2453781284129648712701295309c, Capacity [veh/h] 95716961853187069518331868438s, saturation flow rate [veh/h] 0.110.180.320.320.100.210.210.04(v / s)_i Volume / Saturation Flow Rate 0.200.200.690.690.690.690.690.69g / C, Green / Cycle 1818626262626262g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 133 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 45.38 45.3845.38 32.45 32.4532.457.4010.97 6.02d_M, Delay for Movement [s/veh]7.396.03 9.24 D DD CCCAAMovement LOS B AAA 45.38 32.45d_A, Approach Delay [s/veh]7.496.13 D CApproach LOS A A 12.69d_I, Intersection Delay [s/veh] BIntersection LOS 0.495Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 134 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.639Volume to Capacity (v/c): CLevel Of Service: 30.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8624410235453510954859273143661195Total Analysis Volume [veh/h] 226126891342713215683616549Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 822319733650710351815259136627185Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 5.701.300.000.000.001.503.001.000.600.001.000.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5315063218329673352916888407120Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 135 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.03.03.03.03.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 3838114040130291302610Split [s] 2.02.02.02.02.02.00.02.02.00.02.02.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 3030303030300303003030Maximum Green [s] 555555055055Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 48Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 38.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 136 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 59.93184.6458.13273.83447.0263.21348.54353.45188.24318.67333.38127.1395th-Percentile Queue Length [ft] 2.407.392.3310.9517.882.5313.9414.147.5312.7513.345.0995th-Percentile Queue Length [veh] 33.29102.5832.29167.66304.0435.12225.43229.28104.58202.10213.5570.6350th-Percentile Queue Length [ft] 1.334.101.296.7112.161.409.029.174.188.088.542.8350th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesYesNoNoCritical Lane Group CCBCDBCCCCCCLane Group LOS 22.8425.0619.6128.7738.7016.8030.8630.7225.0533.3232.9222.91d, Delay for Lane Group [s/veh] 0.180.420.290.690.890.200.690.690.630.690.690.52X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.180.480.461.769.340.435.985.846.746.676.285.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.220.260.500.500.500.500.500.50k, delay calibration 22.6624.5819.1527.0129.3616.3724.8924.8818.3126.6426.6417.75d1, Uniform Delay [s] 475583349509599551652666434566603373c, Capacity [veh/h] 1528187610721615190012761842188197717671881842s, saturation flow rate [veh/h] 0.060.130.100.220.280.090.250.250.280.220.220.23(v / s)_i Volume / Saturation Flow Rate 0.310.310.420.310.310.420.350.350.470.320.320.47g / C, Green / Cycle 282838282838323242292942g_i, Effective Green Time [s] 3.003.000.003.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 137 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.70 28.7716.80 19.61 22.8425.0630.8622.91 33.07d_M, Delay for Movement [s/veh]30.7933.32 25.05 D CB CBCCCMovement LOS C CCC 32.79 23.33d_A, Approach Delay [s/veh]29.4731.12 C CApproach LOS C C 30.11d_I, Intersection Delay [s/veh] CIntersection LOS 0.639Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 138 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.875Volume to Capacity (v/c): ELevel Of Service: 66.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report YesNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00380.00400.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 33722112429882634032312094841Total Analysis Volume [veh/h] 845281722785813023710Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.97000.97001.00001.00000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 31020103427812532229711089939Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.791.001.791.791.791.001.001.791.79Growth Rate 0.000.000.000.000.000.000.005.500.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 31020103227451418029711050222Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 139 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 02900290071120590Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 140 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 427.34115.0229.35210.517.92125.22337.581177.7524.6395th-Percentile Queue Length [ft] 17.094.601.178.420.325.0113.5047.110.9995th-Percentile Queue Length [veh] 288.1563.9016.31117.344.4069.57205.74874.0913.6850th-Percentile Queue Length [ft] 11.532.560.654.690.182.788.2334.960.5550th-Percentile Queue Length [veh] YesNoNoNoNoNoYesYesNoCritical Lane Group EDCFAAFFBLane Group LOS 65.8836.4629.72161.135.887.25110.1171.4316.27d, Delay for Lane Group [s/veh] 0.920.310.071.050.020.291.061.070.08X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 28.842.230.32111.220.010.1369.0648.430.06d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.500.500.11k, delay calibration 37.0434.2229.4049.925.877.1241.0523.0016.21d1, Uniform Delay [s] 39136144684106611893041000539c, Capacity [veh/h] 16301398186010391615180173018521058s, saturation flow rate [veh/h] 0.220.080.020.080.020.190.440.580.04(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.240.660.660.660.540.54g / C, Green / Cycle 242424246666665454g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLCLLane Group Lane Group Calculations 141 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 29.72 29.72161.13 36.46 65.8865.885.8816.27 71.43d_M, Delay for Movement [s/veh]7.2571.43 110.11 C CF EDEAEMovement LOS B AEF 125.30 58.88d_A, Approach Delay [s/veh]55.4969.39 F EApproach LOS E E 66.15d_I, Intersection Delay [s/veh] EIntersection LOS 0.875Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-21Ring 1 Sequence 142 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.143Volume to Capacity (v/c): CLevel Of Service: 18.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 17413713121516549Total Analysis Volume [veh/h] 443433544112Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 16713112620615245Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 4.503.304.802.201.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 111878413710130Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 143 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.86d_I, Intersection Delay [s/veh] AABApproach LOS 3.690.0014.41d_A, Approach Delay [s/veh] 25.8325.830.000.0040.7240.7295th-Percentile Queue Length [ft] 1.031.030.000.001.631.6395th-Percentile Queue Length [veh] AAAABCMovement LOS 0.008.370.000.0013.0918.84d_M, Delay for Movement [s/veh] 0.000.110.000.000.220.14V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 144 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.512Volume to Capacity (v/c): BLevel Of Service: 18.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2033741115484931503013173152246Total Analysis Volume [veh/h] 58410291212338758183862Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1831038106445861272542662128208Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1220525702955784168174185138Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 145 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100010010100Pedestrian Clearance [s] 050550050550Walk [s] 0.03.00.03.03.00.00.03.00.03.03.00.0Vehicle Extension [s] 041041410034034340Split [s] 0.02.00.02.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.03.03.00.0Amber [s] 030030300030030300Maximum Green [s] 050550050550Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 047883061225Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 75Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 146 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 216.9332.9462.83300.3670.7282.6989.0312.2425.4925.25152.2595th-Percentile Queue Length [ft] 8.681.322.5112.012.833.313.560.491.021.016.0995th-Percentile Queue Length [veh] 125.1818.3034.91187.9539.2945.9449.466.8014.1614.0384.5850th-Percentile Queue Length [ft] 5.010.731.407.521.571.841.980.270.570.563.3850th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoNoYesCritical Lane Group CCBCCAABAABLane Group LOS 21.4633.8418.2024.4330.459.949.8110.328.708.5619.21d, Delay for Lane Group [s/veh] 0.570.240.210.770.370.240.230.040.080.080.48X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.830.710.201.990.880.620.530.120.190.083.19d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 20.6433.1318.0122.4429.589.319.2810.208.518.4816.02d1, Uniform Delay [s] 62517153763125590410157048631933513c, Capacity [veh/h] 188192616151900104116921900125516153618954s, saturation flow rate [veh/h] 0.190.040.070.250.090.130.120.020.050.040.26(v / s)_i Volume / Saturation Flow Rate 0.330.330.330.330.330.530.530.530.530.530.53g / C, Green / Cycle 2525252525404040404040g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 147 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 24.43 18.2030.45 33.84 21.4621.469.9419.21 8.56d_M, Delay for Movement [s/veh]9.848.70 10.32 C BC CCCAAMovement LOS B AAB 24.20 22.74d_A, Approach Delay [s/veh]9.9014.15 C CApproach LOS B A 18.22d_I, Intersection Delay [s/veh] BIntersection LOS 0.512Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence 148 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.449Volume to Capacity (v/c): BLevel Of Service: 19.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 65321455926367Total Analysis Volume [veh/h] 16801142792Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 62308436924338Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.811.811.811.811.811.81Growth Rate 0.003.500.400.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 34170241513187Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 149 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 048480042Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 030300030Maximum Green [s] 055005Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 150 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 231.04274.8114.99248.1595th-Percentile Queue Length [ft] 9.2410.990.609.9395th-Percentile Queue Length [veh] 135.57168.408.33148.2950th-Percentile Queue Length [ft] 5.426.740.335.9350th-Percentile Queue Length [veh] NoYesNoYesCritical Lane Group BBBCLane Group LOS 17.4018.1115.9721.91d, Delay for Lane Group [s/veh] 0.450.490.040.49X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 1.741.850.112.33d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.50k, delay calibration 15.6616.2615.8619.58d1, Uniform Delay [s] 852940664744c, Capacity [veh/h] 1783188216151810s, saturation flow rate [veh/h] 0.220.250.020.20(v / s)_i Volume / Saturation Flow Rate 0.480.480.410.41g / C, Green / Cycle 43433737g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCRLLane Group Lane Group Calculations 151 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 18.11 17.40 17.4021.91d_M, Delay for Movement [s/veh]18.1115.97 BB BCMovement LOS BB 17.4018.11d_A, Approach Delay [s/veh]21.52 BBApproach LOS C 18.97d_I, Intersection Delay [s/veh] BIntersection LOS 0.449Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 152 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.857Volume to Capacity (v/c): FLevel Of Service: 89.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 32651675655123384546773725134Total Analysis Volume [veh/h] 8163169164308211417184633Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 31624647628118284506267823123Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 3.853.853.853.853.853.853.853.853.853.853.853.85Growth Rate 0.003.801.800.000.300.000.000.000.003.900.003.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8162168163307211316176632Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 153 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.00.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010010100010010100Pedestrian Clearance [s] 050550050550Walk [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 046338383700158262619Split [s] 0.02.00.02.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Amber [s] 0303030303003030303030Maximum Green [s] 055555055555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,82,7Auxiliary Signal Groups 047883061225Signal group PermissPermissProtecteOverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 150Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 154 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 386.29372.93480.382426.362.9654.2049.24100.691563.9919.23207.9295th-Percentile Queue Length [ft] 15.4514.9219.2297.050.122.171.974.0362.560.778.3295th-Percentile Queue Length [veh] 255.28244.67331.161714.481.6430.1127.3555.941077.5510.68118.6150th-Percentile Queue Length [ft] 10.219.7913.2568.580.071.201.092.2443.100.434.7450th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesYesNoNoCritical Lane Group BCBFAEEDFEELane Group LOS 10.5427.7617.35159.067.7170.4367.0651.45179.9855.8955.58d, Delay for Lane Group [s/veh] 0.530.700.621.250.020.230.230.171.270.050.37X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.384.122.67122.980.014.220.880.92133.070.182.89d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.120.500.500.500.110.500.110.500.500.500.50k, delay calibration 10.1623.6414.6836.097.6966.2066.1950.5346.9155.7152.69d1, Uniform Delay [s] 12889701064983516126129396582510362c, Capacity [veh/h] 1815139716151894793185519001491155436181576s, saturation flow rate [veh/h] 0.380.480.410.650.010.020.020.040.470.010.09(v / s)_i Volume / Saturation Flow Rate 0.710.740.660.520.740.070.070.190.370.140.19g / C, Green / Cycle 1061119978111101029562129g_i, Effective Green Time [s] 3.000.000.003.000.003.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 155 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 159.06 17.357.71 27.76 10.5410.5470.4355.58 55.89d_M, Delay for Movement [s/veh]68.62179.98 51.45 F BA BCBEEMovement LOS E EFD 109.47 19.10d_A, Approach Delay [s/veh]59.48157.92 F BApproach LOS F E 89.45d_I, Intersection Delay [s/veh] FIntersection LOS 0.857Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 156 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.097Volume to Capacity (v/c): DLevel Of Service: 30.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 531428154016Total Analysis Volume [veh/h] 13311204104Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 509427813715Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.851.851.851.851.851.85Growth Rate 1.100.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27521422208Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 157 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 0.87d_I, Intersection Delay [s/veh] AACApproach LOS 0.070.0021.23d_A, Approach Delay [s/veh] 0.000.370.000.0018.4818.4895th-Percentile Queue Length [ft] 0.000.010.000.000.740.7495th-Percentile Queue Length [veh] AAAACDMovement LOS 0.009.410.000.0017.7329.99d_M, Delay for Movement [s/veh] 0.010.000.000.010.110.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 158 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.778Volume to Capacity (v/c): CLevel Of Service: 32.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 74303083074104741926129197122437Total Analysis Volume [veh/h] 18877818261848232493069Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 6828283286896681772119181112634Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.665.665.665.665.665.665.665.665.665.665.665.66Growth Rate 0.000.000.000.000.005.908.300.300.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12550512171231321321996Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 159 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 03800380074120708Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 030003000303003030Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 160 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 107.54424.61106.97121.96896.49877.1672.91508.09518.7520.9295th-Percentile Queue Length [ft] 4.3016.984.284.8835.8635.092.9220.3220.750.8495th-Percentile Queue Length [veh] 59.75285.9459.4367.76682.30665.6140.51353.84362.6011.6250th-Percentile Queue Length [ft] 2.3911.442.382.7127.2926.621.6214.1514.500.4650th-Percentile Queue Length [veh] NoYesNoNoYesNoNoNoNoYesCritical Lane Group CECDCCBCCCLane Group LOS 33.8570.0233.6741.3534.8133.2619.7621.9621.5226.68d, Delay for Lane Group [s/veh] 0.220.900.210.320.910.900.420.690.680.20X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.2421.750.210.5812.7811.564.283.813.502.36d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.330.110.110.500.500.500.500.500.50k, delay calibration 33.6148.2733.4640.7822.0221.7015.4818.1518.0224.32d1, Uniform Delay [s] 4643414973211097111230410141065187c, Capacity [veh/h] 16881311180812381870189450217741863314s, saturation flow rate [veh/h] 0.060.230.060.080.530.530.260.390.390.12(v / s)_i Volume / Saturation Flow Rate 0.280.280.280.280.590.590.640.570.570.64g / C, Green / Cycle 33333333707077696977g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLCCLLane Group Lane Group Calculations 161 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 33.67 33.6741.35 70.02 33.8533.8534.8126.68 21.70d_M, Delay for Movement [s/veh]34.0121.96 19.76 C CD CECCCMovement LOS C CCB 37.51 60.89d_A, Approach Delay [s/veh]33.1721.86 D EApproach LOS C C 32.18d_I, Intersection Delay [s/veh] CIntersection LOS 0.778Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence 162 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.964Volume to Capacity (v/c): ELevel Of Service: 71.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 78230102307366200109170520883591130Total Analysis Volume [veh/h] 20572677925027426522114832Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7522098294351192103161719779561123Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.641.641.641.641.641.641.641.641.641.641.641.64Growth Rate 2.206.006.701.701.900.900.002.101.602.103.502.70Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4613460179214117639861204834275Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 163 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 5353805712072600208Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 303030030300303003030Maximum Green [s] 555055055055Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 4Auxiliary Signal Groups 447083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 36.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 145Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 164 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 89.69264.28110.551119.51217.191394.841344.84181.24341.90353.30187.7695th-Percentile Queue Length [ft] 3.5910.574.4244.788.6955.7953.797.2513.6814.137.5195th-Percentile Queue Length [veh] 49.83160.4261.42821.06125.381050.401026.34100.69220.21229.17104.3150th-Percentile Queue Length [ft] 1.996.422.4632.845.0242.0241.054.038.819.174.1750th-Percentile Queue Length [veh] NoNoYesYesNoYesNoNoNoNoYesCritical Lane Group CDDFCFFCCCFLane Group LOS 34.2637.6441.32108.7432.1392.9485.1822.1532.6432.5486.03d, Delay for Lane Group [s/veh] 0.150.390.661.090.411.081.050.460.450.450.86X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.130.414.8662.242.6053.9446.181.022.031.9444.24d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.500.500.150.500.500.50k, delay calibration 34.1337.2236.4646.5029.5339.0039.0021.1330.6130.6041.79d1, Uniform Delay [s] 523593154619483842860452728761150c, Capacity [veh/h] 15801792825172612641822186193917581836376s, saturation flow rate [veh/h] 0.050.130.120.390.160.500.490.220.190.190.35(v / s)_i Volume / Saturation Flow Rate 0.330.330.410.360.410.460.460.520.410.410.52g / C, Green / Cycle 4848605260676775606075g_i, Effective Green Time [s] 3.003.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 165 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 108.74 108.7432.13 41.32 34.2637.6492.9486.03 32.58d_M, Delay for Movement [s/veh]88.8132.64 22.15 F FC CDDFCMovement LOS F FCC 91.19 37.91d_A, Approach Delay [s/veh]82.1841.23 F DApproach LOS D F 71.66d_I, Intersection Delay [s/veh] EIntersection LOS 0.964Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 166 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.186Volume to Capacity (v/c): FLevel Of Service: 143.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 2300Pedestrian Volume [ped/h] 77004030020713199226903245Total Analysis Volume [veh/h] 1900101005233023722661Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92001.00001.00000.92001.00001.00000.92000.92000.92000.92000.92000.9200Peak Hour Factor 71003860019612518725856232Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.451.001.001.451.001.001.451.451.451.451.451.45Growth Rate 2.002.002.004.102.002.004.402.906.705.903.705.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4900266001358636017590160Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 167 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 20.17d_I, Intersection Delay [s/veh] BFAAApproach LOS 12.74143.470.625.28d_A, Approach Delay [s/veh] 12.320.000.00421.510.000.000.000.0011.270.000.0091.6495th-Percentile Queue Length [ft] 0.490.000.0016.860.000.000.000.000.450.000.003.6795th-Percentile Queue Length [veh] BFAABAADMovement LOS 12.740.000.00143.470.000.000.000.0010.910.000.0025.30d_M, Delay for Movement [s/veh] 0.140.000.001.190.000.000.000.010.130.000.010.59V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 168 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.589Volume to Capacity (v/c): CLevel Of Service: 27.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 13822158173341383327104233182574101Total Analysis Volume [veh/h] 35551443859682261832014425Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 127203531623203602929312967351390Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.431.431.431.431.431.431.431.431.431.431.431.43Growth Rate 7.908.508.103.504.902.005.402.304.303.905.603.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 89142371132242522046512075135963Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 169 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 202011505041464624353513Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 454525454525909025909025Maximum Green [s] 1515815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,86,82,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 170 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 144.11142.7051.69161.79359.03374.5047.11432.94231.2553.79247.0864.2195th-Percentile Queue Length [ft] 5.765.712.076.4714.3614.981.8817.329.252.159.882.5795th-Percentile Queue Length [veh] 80.0679.2828.7289.88233.68245.9126.17292.66135.7229.88147.5035.6750th-Percentile Queue Length [ft] 3.203.171.153.609.359.841.0511.715.431.205.901.4350th-Percentile Queue Length [veh] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group CDCCDDACBBCBLane Group LOS 33.5550.2528.1726.3141.9336.982.1827.1619.8414.9525.5917.72d, Delay for Lane Group [s/veh] 0.320.530.180.280.710.690.250.650.580.100.400.27X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.421.050.271.171.974.510.462.014.240.250.861.72d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.320.500.500.500.500.500.50k, delay calibration 33.1349.2027.8925.1339.9632.471.7225.1515.6014.7024.7316.00d1, Uniform Delay [s] 437417317608479555130216135728061419379c, Capacity [veh/h] 14973334111715601811152515323536103415543426731s, saturation flow rate [veh/h] 0.090.070.050.110.190.250.210.290.320.050.170.14(v / s)_i Volume / Saturation Flow Rate 0.290.120.350.390.260.350.850.460.560.520.410.56g / C, Green / Cycle 3515424732421025568625068g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 171 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 41.93 26.3136.98 28.17 33.5550.252.1817.72 25.59d_M, Delay for Movement [s/veh]27.1614.95 19.84 D CD CCDACMovement LOS B CBB 36.80 41.65d_A, Approach Delay [s/veh]20.9323.39 D DApproach LOS C C 27.49d_I, Intersection Delay [s/veh] CIntersection LOS 0.589Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 172 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.468Volume to Capacity (v/c): BLevel Of Service: 16.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 4562672881111183022161158105Total Analysis Volume [veh/h] 11411772278585429226Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 452863270104317282015106797Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.861.861.861.861.861.861.861.861.861.861.861.86Growth Rate 0.005.602.902.801.400.006.700.000.003.500.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 22843414556191511857452Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 173 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0700070002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 174 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 132.54132.8264.71377.56391.629.7034.3711.8986.1979.4195th-Percentile Queue Length [ft] 5.305.312.5915.1015.660.391.370.483.453.1895th-Percentile Queue Length [veh] 73.6373.7935.95248.34259.525.3919.096.6147.8844.1250th-Percentile Queue Length [ft] 2.952.951.449.9310.380.220.760.261.921.7650th-Percentile Queue Length [veh] NoNoNoYesNoNoNoNoNoYesCritical Lane Group BBDBBBBCCCLane Group LOS 11.4911.4935.3216.8216.4915.1619.9323.9021.4824.15d, Delay for Lane Group [s/veh] 0.290.290.410.720.710.040.090.040.220.21X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.170.161.681.191.000.040.280.160.870.96d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.120.110.110.500.500.500.50k, delay calibration 11.3211.3233.6315.6315.4915.1219.6523.7420.6123.19d1, Uniform Delay [s] 9689711629411011446602438570499c, Capacity [veh/h] 17951799381174318748581724128816311348s, saturation flow rate [veh/h] 0.160.160.180.390.380.020.030.010.080.08(v / s)_i Volume / Saturation Flow Rate 0.540.540.540.540.540.540.350.350.350.35g / C, Green / Cycle 48484848484832323232g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 175 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 16.60 16.8215.16 35.32 11.4911.4919.9324.15 21.48d_M, Delay for Movement [s/veh]19.9321.48 23.90 B BB BDBBCMovement LOS C BCC 16.63 14.01d_A, Approach Delay [s/veh]20.8622.71 B BApproach LOS C C 16.63d_I, Intersection Delay [s/veh] BIntersection LOS 0.468Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 176 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 3.769Volume to Capacity (v/c): FLevel Of Service: 427.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1711332911772187245177282140312329110Total Analysis Volume [veh/h] 43333234454761447035788227Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1571225841632012225163259129287303101Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.625.625.625.625.625.625.625.625.625.625.625.62Growth Rate 3.607.306.700.001.400.000.000.000.002.001.9011.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28218152935840294623515418Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 177 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0560056003400340Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 047083060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 178 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 443.80444.70222.244972.653320.36128.281675.69240.321634.1695th-Percentile Queue Length [ft] 17.7517.798.89198.91132.815.1367.039.6165.3795th-Percentile Queue Length [veh] 301.43302.16123.473084.491908.2071.27974.81142.45955.2150th-Percentile Queue Length [ft] 12.0612.094.94123.3876.332.8538.995.7038.2150th-Percentile Queue Length [veh] NoNoNoNoYesNoYesNoNoCritical Lane Group CCFFFCFCFLane Group LOS 20.9120.16187.63421.171003.2023.60951.6927.40763.17d, Delay for Lane Group [s/veh] 0.770.761.141.883.140.343.000.612.59X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.925.35142.63401.67970.840.38916.891.66730.77d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.110.500.150.50k, delay calibration 14.9914.8145.0019.5032.3523.2234.8025.7532.40d1, Uniform Delay [s] 964100380950262520141510170c, Capacity [veh/h] 17021771143167637016152721583372s, saturation flow rate [veh/h] 0.440.430.641.072.220.111.550.201.18(v / s)_i Volume / Saturation Flow Rate 0.570.570.570.570.570.320.320.320.32g / C, Green / Cycle 515151515129292929g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCRCRCLane Group Lane Group Calculations 179 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 574.23 421.171003.20 187.63 20.9120.4823.60763.17 763.17d_M, Delay for Movement [s/veh]951.6927.40 951.69 F FF CFCCFMovement LOS F FCF 604.13 30.07d_A, Approach Delay [s/veh]677.44457.50 F CApproach LOS F F 427.42d_I, Intersection Delay [s/veh] FIntersection LOS 3.769Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------4-2Ring 1 Sequence 180 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.574Volume to Capacity (v/c): BLevel Of Service: 18.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 023318722815151000507192Total Analysis Volume [veh/h] 01180257381280012748Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 023293621014247900476180Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.003.600.002.205.304.400.000.003.2010.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01219441399431700315119Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 181 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 03503535005200608Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 95Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 182 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 4.06281.87234.7968.50274.220.00211.8875.1695th-Percentile Queue Length [ft] 0.1611.279.392.7410.970.008.483.0195th-Percentile Queue Length [veh] 2.26173.78138.3538.05167.950.00121.5041.7650th-Percentile Queue Length [ft] 0.096.955.531.526.720.004.861.6750th-Percentile Queue Length [veh] NoYesNoNoYesNoNoYesCritical Lane Group CCDBBAABLane Group LOS 29.3634.2239.5610.0514.520.009.2411.90d, Delay for Lane Group [s/veh] 0.030.670.680.190.540.000.460.40X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.077.333.830.532.200.001.402.49d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.170.500.500.500.500.50k, delay calibration 29.2926.8935.739.5212.320.007.849.40d1, Uniform Delay [s] 1644753447979463851096479c, Capacity [veh/h] 44514031156138016388161657810s, saturation flow rate [veh/h] 0.010.230.200.110.310.000.310.24(v / s)_i Volume / Saturation Flow Rate 0.230.340.230.580.580.580.660.66g / C, Green / Cycle 2232225555556363g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 183 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.56 34.2239.56 29.36 29.3629.3610.0511.90 9.24d_M, Delay for Movement [s/veh]14.529.24 0.00 D CD CCCBAMovement LOS B BAA 36.49 29.36d_A, Approach Delay [s/veh]13.509.97 D CApproach LOS A B 18.88d_I, Intersection Delay [s/veh] BIntersection LOS 0.574Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 184 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.796Volume to Capacity (v/c): CLevel Of Service: 31.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 483452501350473946964859866964Total Analysis Volume [veh/h] 1211163313121011716214916716Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 463432401246433744962157364161Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.781.781.781.781.781.781.781.781.781.781.781.78Growth Rate 0.400.004.400.007.704.209.504.002.300.900.802.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 26024135726242125234932236034Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 185 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 3535003500893706311Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 69.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 135Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 186 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 433.9555.09377.7115.6861.5761.29142.02145.59404.07669.50302.7826.9295th-Percentile Queue Length [ft] 17.362.2015.110.632.462.455.685.8216.1626.7812.111.0895th-Percentile Queue Length [veh] 293.4830.61248.458.7134.2134.0578.9080.88269.46488.30189.8114.9550th-Percentile Queue Length [ft] 11.741.229.940.351.371.363.163.2410.7819.537.590.6050th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group CDEDDDBBCDCALane Group LOS 27.6241.9372.2841.2142.1746.3110.2310.2126.0145.3226.626.69d, Delay for Lane Group [s/veh] 0.600.110.840.040.130.150.220.220.850.840.420.09X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.340.1116.930.040.140.230.440.4211.1211.820.820.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.320.110.110.110.500.500.500.500.500.50k, delay calibration 24.2741.8255.3541.1642.0246.089.799.7914.8933.5125.806.42d1, Uniform Delay [s] 802422297359392303115011827667081588682c, Capacity [veh/h] 16091900131816151764132717781827111516013589932s, saturation flow rate [veh/h] 0.300.020.190.010.030.040.140.140.580.370.190.07(v / s)_i Volume / Saturation Flow Rate 0.500.220.220.220.220.220.650.650.700.440.440.70g / C, Green / Cycle 673030303030878795606095g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 187 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.17 41.2146.31 72.28 27.6241.9310.236.69 26.62d_M, Delay for Movement [s/veh]10.2245.32 26.01 D DD CEDBCMovement LOS A BDC 43.83 42.80d_A, Approach Delay [s/veh]19.0734.07 D DApproach LOS C B 31.26d_I, Intersection Delay [s/veh] CIntersection LOS 0.796Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 188 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.698Volume to Capacity (v/c): CLevel Of Service: 28.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1834881091133411028714196129398470Total Analysis Volume [veh/h] 461222728852622352432100117Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 172458102106320968213290121374441Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.131.131.131.131.131.131.131.131.131.131.131.13Growth Rate 1.301.203.301.100.701.200.003.403.800.902.101.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1524059094283857311780107331390Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 189 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010001001010010100Pedestrian Clearance [s] 050050550550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 0541904382020820208Split [s] 0.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,48Auxiliary Signal Groups 061025447883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 190 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 538.2053.3968.10223.1751.1663.49141.6962.7997.51322.75344.8495th-Percentile Queue Length [ft] 21.532.142.728.932.052.545.672.513.9012.9113.7995th-Percentile Queue Length [veh] 378.6429.6637.83129.7628.4235.2778.7134.8954.17205.27222.5250th-Percentile Queue Length [ft] 15.151.191.515.191.141.413.151.402.178.218.9050th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group DBBCBCDCCCCLane Group LOS 36.7313.7417.8720.5619.9924.6838.4920.3824.1433.0028.80d, Delay for Lane Group [s/veh] 0.930.210.180.460.360.190.460.250.260.680.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 11.020.210.130.440.780.204.781.621.226.186.62d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.220.120.110.110.110.110.500.500.500.500.50k, delay calibration 25.7113.5317.7420.1219.2124.4833.7118.7622.9326.8122.19d1, Uniform Delay [s] 720531631745282456309377505587655c, Capacity [veh/h] 1791112715971887900161518381090160118611531s, saturation flow rate [veh/h] 0.370.100.070.180.110.050.080.090.080.210.31(v / s)_i Volume / Saturation Flow Rate 0.400.490.390.390.490.280.170.400.320.320.40g / C, Green / Cycle 3644363644251536282836g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 191 4/1/2016 Scenario 3: 3: Projected - AM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 20.56 17.8719.99 13.74 36.7336.7324.6828.80 33.00d_M, Delay for Movement [s/veh]38.4924.14 20.38 C BB DBDCCMovement LOS C DCC 19.91 33.52d_A, Approach Delay [s/veh]29.4129.87 B CApproach LOS C C 28.80d_I, Intersection Delay [s/veh] CIntersection LOS 0.698Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 192 4/1/2016 LEVEL OF SERVICE Site: 11th Avenue/College Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS A B B B B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: 11th Avenue/College Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 91 0.0 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 23.2 8 T1 116 1.3 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 23.0 18 R2 39 0.0 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 22.6 Approach 245 0.6 0.288 7.4 LOS A 1.0 26.2 0.50 0.49 23.0 East: College Street 1 L2 71 0.0 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.8 6 T1 282 0.5 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.6 16 R2 190 0.0 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.2 Approach 544 0.3 0.531 10.1 LOS B 2.9 72.6 0.52 0.46 22.5 North: 11th Avenue 7 L2 110 0.0 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 22.1 4 T1 242 0.6 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 21.9 14 R2 193 0.0 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 21.5 Approach 545 0.3 0.601 12.8 LOS B 3.7 92.8 0.65 0.72 21.8 West: College Street 5 L2 82 0.0 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 22.3 2 T1 327 1.8 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 22.1 12 R2 123 1.2 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 21.7 Approach 532 1.4 0.583 12.2 LOS B 3.4 86.7 0.62 0.67 22.0 All Vehicles 1865 0.6 0.601 11.1 LOS B 3.7 92.8 0.58 0.60 22.2 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Harper Puckett Road/Baxter Lane - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS A B A C B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Thursday, March 31, 2016 10:05:25 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Harper Puckett Road/Baxter Lane - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Cottonwood Road 3 L2 191 0.0 0.320 8.8 LOS A 1.2 29.1 0.57 0.58 31.5 8 T1 41 0.0 0.320 8.8 LOS A 1.2 29.1 0.57 0.58 31.3 18 R2 270 0.0 0.370 9.7 LOS A 1.5 36.3 0.59 0.61 31.8 Approach 502 0.0 0.370 9.3 LOS A 1.5 36.3 0.58 0.60 31.6 East: Baxter Lane 1 L2 185 0.0 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 31.2 6 T1 398 3.7 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 31.0 16 R2 52 7.1 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 30.1 Approach 634 2.9 0.621 12.2 LOS B 3.8 96.7 0.54 0.49 31.0 North: Harper Puckett Road 7 L2 219 5.3 0.331 9.8 LOS A 1.1 29.8 0.58 0.60 30.6 4 T1 114 0.0 0.263 8.3 LOS A 0.9 22.4 0.56 0.56 33.6 14 R2 69 0.0 0.263 8.3 LOS A 0.9 22.4 0.56 0.56 32.5 Approach 402 2.9 0.331 9.1 LOS A 1.1 29.8 0.57 0.58 31.7 West: Baxter Lane 5 L2 48 0.0 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 27.7 2 T1 446 1.7 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 27.6 12 R2 203 0.0 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 26.9 Approach 697 1.1 0.803 22.7 LOS C 7.1 179.3 0.83 0.97 27.4 All Vehicles 2235 1.7 0.803 14.3 LOS B 7.1 179.3 0.65 0.68 30.0 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Thursday, March 31, 2016 10:05:25 AMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Flanders Mill Road/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS B A C B Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:15 AMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Flanders Mill Road/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Durston Road 6 T1 600 2.3 0.605 11.1 LOS B 3.7 93.9 0.46 0.32 22.5 16 R2 71 0.0 0.605 11.1 LOS B 3.7 93.9 0.46 0.32 22.1 Approach 671 2.1 0.605 11.1 LOS B 3.7 93.9 0.46 0.32 22.5 North: Flanders Mill Road 7 L2 117 1.5 0.386 9.6 LOS A 1.5 38.6 0.56 0.59 22.6 14 R2 178 6.1 0.386 9.6 LOS A 1.5 38.6 0.56 0.59 22.0 Approach 295 4.3 0.386 9.6 LOS A 1.5 38.6 0.56 0.59 22.2 West: Durston Road 5 L2 163 1.1 0.790 17.6 LOS C 8.1 205.3 0.62 0.40 21.2 2 T1 747 1.9 0.790 17.6 LOS C 8.1 205.3 0.62 0.40 21.0 Approach 910 1.8 0.790 17.6 LOS C 8.1 205.3 0.62 0.40 21.0 All Vehicles 1876 2.3 0.790 14.0 LOS B 8.1 205.3 0.55 0.40 21.7 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:15 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Ferguson Avenue/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS B C C F E Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:50 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Ferguson Avenue/Durston Road - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Ferguson Avenue 3 L2 133 0.0 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 27.4 8 T1 223 0.9 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 27.4 18 R2 104 0.0 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 26.9 Approach 459 0.4 0.587 13.8 LOS B 3.3 81.6 0.68 0.75 27.3 East: Durston Road 1 L2 145 0.0 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 26.1 6 T1 387 1.0 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 26.1 16 R2 8 0.0 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 25.6 Approach 539 0.7 0.697 18.1 LOS C 4.7 117.9 0.76 0.88 26.0 North: Ferguson Avenue 7 L2 4 0.0 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 25.3 4 T1 338 3.6 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 25.2 14 R2 218 1.8 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 24.8 Approach 560 2.9 0.753 21.8 LOS C 5.4 138.8 0.80 0.95 25.1 West: Durston Road 5 L2 301 3.2 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.5 2 T1 369 0.0 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.6 12 R2 260 1.5 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.4 Approach 930 1.5 1.081 76.2 LOS F 39.9 1007.9 1.00 2.45 15.5 All Vehicles 2488 1.4 1.081 39.9 LOS E 39.9 1007.9 0.84 1.46 20.8 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:50 PMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Davis Lane / Oak Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS B E F F Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:30 AMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Davis Lane / Oak Street - 2040 AM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Oak Street 6 T1 827 5.8 0.843 23.9 LOS C 9.8 257.2 0.81 0.84 25.4 16 R2 587 5.7 0.370 0.1 LOS A 0.0 0.0 0.00 0.00 33.7 Approach 1414 5.8 0.843 14.0 LOS B 9.8 257.2 0.48 0.49 28.3 North: Davis Lane 7 L2 721 1.3 1.123 98.1 LOS F 36.3 917.7 1.00 2.86 13.7 14 R2 750 4.5 0.468 0.1 LOS A 0.0 0.0 0.00 0.00 33.6 Approach 1472 2.9 1.123 48.1 LOS E 36.3 917.7 0.49 1.40 19.5 West: Oak Street 5 L2 654 6.6 2.537 709.5 LOS F 376.9 9707.7 1.00 9.87 3.0 2 T1 1241 2.3 2.537 709.5 LOS F 376.9 9707.7 1.00 9.87 3.0 Approach 1895 3.8 2.537 709.5 LOS F 376.9 9707.7 1.00 9.87 3.0 All Vehicles 4780 4.1 2.537 300.2 LOS F 376.9 9707.7 0.69 4.49 6.2 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:30 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Intersection Analysis Summary 4/1/2016Report File: F:\...\Projected PM.pdf Scenario 4: Projected - PMVistro File: F:\...\BozemanTMP_LOS_+Future.vistro Bozeman TMP F117.20.890NEB LeftHCM 2010Signalized17 - Highland Boulevard / Main Street17 B17.50.759SB LeftHCM 2010Signalized16 - Broadway Avenue / Main Street16 B13.60.439EB RightHCM 2010Signalized15 - Willson Avenue / Babcock Street15 B18.30.520WB RightHCM 2010Signalized14 - Willson Avenue / Mendenhall Street14 C20.60.668EB LeftHCM 2010Signalized13 - Rouse Avenue / Peach Street13 E41.80.530NB LeftHCM 2010Two-way stop12 - Wilson Avenue / Peach Street12 D34.10.082NB LeftHCM 2010Two-way stop11 - Story Mill Road / Bridger Drive11 B15.10.463EB LeftHCM 2010Signalized10 - Rouse Avenue / Griffin Drive10 F67.50.662SB LeftHCM 2010Two-way stop09 - Manley Road / Griffin Drive9 F80.01.080SB LeftHCM 2010Signalized08 - 7th Avenue / Griffin Drive8 D28.60.202WB LeftHCM 2010Two-way stop07 - 19th Avenue / Goldenstein Lane7 C27.80.777NB LeftHCM 2010Signalized06 - 19th Avenue / Stucky Road6 F118.01.070EB RightHCM 2010Signalized05 - 19th Avenue / Garfield Street5 D43.50.923EB LeftHCM 2010Signalized04 - Fowler Avenue / Huffine Lane4 C27.70.763SB LeftHCM 2010Signalized03 - Ferguson Avenue / Huffine Lane3 F83.60.761NB LeftHCM 2010Two-way stop02 - Fowler Avenue / Babcock Street2 F10,000.00.798EB ThruHCM 2010Two-way stop01 - Ferguson Avenue / Babcock Street1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID 1 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with D52.70.758EB ThruHCM 2010Signalized39 - 7th Avenue / Durston Road / Peach Street41 D54.00.831NB LeftHCM 2010Signalized38 - 19th Avenue / Durston Road40 F82.81.011SB LeftHCM 2010Signalized37 - 19th Avenue / Oak Street39 C31.70.721EB LeftHCM 2010Signalized36 - 19th Avenue / Tschache Way38 E69.40.876NWB LeftHCM 2010Signalized35 - 19th Avenue / I-90 WB Ramp37 F228.91.353SEB RightHCM 2010Signalized34 - 19th Avenue / I-90 EB Ramp36 C22.20.070SWB LeftHCM 2010Two-way stop33 - Nelson Road / Frontage Road35 F500.31.908SB LeftHCM 2010Two-way stop32 - Valley Center Spur / Valley Center Road34 C20.40.302NEB LeftHCM 2010Two-way stop31 - Valley Center Spur / Frontage Road33 B10.70.561SB RightHCM 2010Signalized30 - 7th Avenue / Kagy Boulevard32 F123.0EB ThruHCM 2010All-way stop29 - 7th Avenue / Grant Street31 F99.1EB ThruHCM 2010All-way stop28 - 8th Avenue / College Street30 F239.01.338SB LeftHCM 2010Signalized27 - 11th Avenue / Kagy Boulevard29 F103.2NB ThruHCM 2010All-way stop26 - 11th Avenue / Lincoln Street28 F234.6NB ThruHCM 2010All-way stop25 - 11th Avenue / Grant Street27 A9.1EB LeftHCM 2010All-way stop23 - Wagon Wheel Road / 3rd Avenue23 F1,392.00.833NB LeftHCM 2010Two-way stop22 - Highland Boulevard / Kagy Boulevard22 F10,000.01.630SEB ThruHCM 2010Two-way stop21 - Sourdough Road / Kagy Boulevard21 F2,083.45.168EB LeftHCM 2010Two-way stop20 - Highland Boulevard / Ellis Street20 F105.40.000WB LeftHCM 2010Two-way stop19 - Willson Avenue / College Street19 F3,131.60.000NEB ThruHCM 2010Two-way stop18 - Haggerty Lane / Main Street18 2 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with C30.30.564EB LeftHCM 2010Signalized63 - Willson Avenue / Kagy Boulevard66 D42.50.915NB RightHCM 2010Signalized62 - 19th Avenue / Kagy Boulevard65 B16.90.649EB LeftHCM 2010Signalized61 - Rouse Avenue / Oak Street64 F321.365.597WB LeftHCM 2010Signalized59 - 27th Avenue / Oak Street62 C22.50.698EB LeftHCM 2010Signalized58 - 15th Avenue / Oak Street61 D39.70.851EB LeftHCM 2010Signalized57 - 7th Avenue / Oak Street60 F206.31.350EB RightHCM 2010Two-way stop56 - 7th Avenue / Baxter Lane59 E69.90.999SB LeftHCM 2010Signalized55 - 19th Avenue / Baxter Lane58 D52.70.960EB LeftHCM 2010Signalized54 - Cottonwood Road / Babcock Street56 E43.70.071NB LeftHCM 2010Two-way stop53 - Fowler Avenue / Durston Road55 E70.20.730NB RightHCM 2010Signalized50 - Cottonwood Road / Durston Road52 B13.70.539SB LeftHCM 2010Signalized49 - Laurel Parkway / Durston Road51 B14.20.399EB LeftHCM 2010Signalized48 - Davis Lane / Baxter Lane50 D31.60.417NB LeftHCM 2010Two-way stop47 - Flanders Mill Road / Baxter Lane49 C22.70.708WB LeftHCM 2010Signalized45 - 19th Avenue / Graf Street47 D37.80.768WB ThruHCM 2010Signalized44 - 19th Avenue / College Street46 B16.30.627WB ThruHCM 2010Signalized43 - 19th Avenue / Koch Street45 D35.50.542NB LeftHCM 2010Signalized42 - 19th Avenue / Babcock Street44 B19.70.608SB LeftHCM 2010Signalized41 - 7th Avenue / Main Street43 E63.20.879SB LeftHCM 2010Signalized40 - 19th Avenue / Main Street42 3 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. 4 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.798Volume to Capacity (v/c): FLevel Of Service: 10,000.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 1: 01 - Ferguson Avenue / Babcock Street Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName Intersection Setup 4030Pedestrian Volume [ped/h] 108133686290517479536156390Total Analysis Volume [veh/h] 273317152214120131514122Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 99122635986516459515854086Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.351.351.351.351.351.351.351.351.351.351.351.35Growth Rate 0.000.000.000.000.000.000.000.600.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7390474464412340384340064Base Volume Input [veh/h] Babcock StreetBabcock StreetFerguson AvenueFerguson AvenueName volumes 5 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 978.31d_I, Intersection Delay [s/veh] FFAAApproach LOS 389.1510000.000.871.09d_A, Approach Delay [s/veh] 357.36357.36201.11556.72556.72556.7293.3993.3993.39131.77131.77131.7795th-Percentile Queue Length [ft] 14.2914.298.0422.2722.2722.273.743.743.745.275.275.2795th-Percentile Queue Length [veh] FFFFFFAAAAAAMovement LOS 230.95254.73903.3410000.010000.010000.00.000.008.970.000.008.64d_M, Delay for Movement [s/veh] 0.221.142.340.110.800.000.000.000.060.000.010.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 6 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.761Volume to Capacity (v/c): FLevel Of Service: 83.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: 02 - Fowler Avenue / Babcock Street Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Babcock StreetBabcock StreetFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 35214697210193209Total Analysis Volume [veh/h] 883724524852Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 33714093201178192Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.181.181.181.181.181.18Growth Rate 0.000.800.000.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 28611979170151163Base Volume Input [veh/h] Babcock StreetBabcock StreetFowler AvenueName volumes 7 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 27.49d_I, Intersection Delay [s/veh] AAFApproach LOS 2.410.0079.55d_A, Approach Delay [s/veh] 0.009.800.000.00311.37311.3795th-Percentile Queue Length [ft] 0.000.390.000.0012.4512.4595th-Percentile Queue Length [veh] AAAAFFMovement LOS 0.008.230.000.0075.1183.64d_M, Delay for Movement [s/veh] 0.000.120.000.000.250.76V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 8 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.763Volume to Capacity (v/c): CLevel Of Service: 27.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 3: 03 - Ferguson Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 110.00100.00100.00100.00100.00100.00Pocket Length [ft] 100010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Huffine LaneHuffine LaneFerguson AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 002Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 51916851506249347406Total Analysis Volume [veh/h] 1304213766287101Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 49215981428236333389Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 0.001.801.001.902.800.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3281065952157222259Base Volume Input [veh/h] Huffine LaneHuffine LaneFerguson AvenueName volumes 9 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.03.01.00.03.0l2, Clearance Lost Time [s] 0.02.02.02.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.00.03.0Vehicle Extension [s] 0486214053Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.03.00.03.0Amber [s] 0909030060Maximum Green [s] 03030805Minimum Green [s] ---Lead-LeadLead / Lag Auxiliary Signal Groups 048301Signal group PermissivePermissivePermissiveProtectedPermissiPermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 115Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 10 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 379.67717.92403.63165.46380.88437.2495th-Percentile Queue Length [ft] 15.1928.7216.156.6215.2417.4995th-Percentile Queue Length [veh] 250.01529.27269.1191.92250.97296.1350th-Percentile Queue Length [ft] 10.0021.1710.763.6810.0411.8550th-Percentile Queue Length [veh] NoYesNoYesNoYesCritical Lane Group CCBDDDLane Group LOS 21.8331.0012.7346.2747.4948.14d, Delay for Lane Group [s/veh] 0.610.890.640.760.880.89X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.186.951.3215.066.226.64d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.11k, delay calibration 18.6524.0511.4231.2241.2741.50d1, Uniform Delay [s] 85618872367329396455c, Capacity [veh/h] 16123554358254415711802s, saturation flow rate [veh/h] 0.320.470.420.460.220.23(v / s)_i Volume / Saturation Flow Rate 0.530.530.660.660.250.25g / C, Green / Cycle 616176762929g_i, Effective Green Time [s] 3.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCCLRLLane Group Lane Group Calculations 11 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 12.73 31.00 21.8348.14d_M, Delay for Movement [s/veh]46.2747.49 CB CDMovement LOS DD 28.8417.49d_A, Approach Delay [s/veh]47.84 CBApproach LOS D 27.65d_I, Intersection Delay [s/veh] CIntersection LOS 0.763Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8--Ring 2 -------------431Ring 1 Sequence 12 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.923Volume to Capacity (v/c): DLevel Of Service: 43.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 4: 04 - Fowler Avenue / Huffine Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00365.00280.00100.00100.00100.00100.0076.00100.00100.00253.00Pocket Length [ft] 001100001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Huffine LaneHuffine LaneFowler AvenueFowler AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 24712153846513351804624115054476478Total Analysis Volume [veh/h] 6230491163344511603814119120Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 23411523644112661714222213850438440Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.501.501.501.501.501.501.501.501.501.501.501.50Growth Rate 0.601.804.500.001.600.600.000.001.103.000.300.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15676824294844114281489233292293Base Volume Input [veh/h] Huffine LaneHuffine LaneFowler AvenueFowler AvenueName volumes 13 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0650065004500450Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0900090004500450Maximum Green [s] 0600060001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 110Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 14 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 505.08515.4938.96293.58438.01414.48119.90124.18239.6644.03429.73911.2195th-Percentile Queue Length [ft] 20.2020.621.5611.7417.5216.584.804.979.591.7617.1936.4595th-Percentile Queue Length [veh] 351.37359.9221.64182.73296.75240.9566.6168.99141.9624.46290.07602.8950th-Percentile Queue Length [ft] 14.0514.400.877.3111.879.642.662.765.680.9811.6024.1250th-Percentile Queue Length [veh] NoNoNoNoNoYesNoNoNoNoNoYesCritical Lane Group CCCBBFCCECDFLane Group LOS 22.0821.4434.3616.4618.62182.2624.9224.8378.5723.4035.36165.11d, Delay for Lane Group [s/veh] 0.750.730.230.530.691.210.220.210.800.090.691.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.932.510.680.500.44134.220.750.7029.430.335.62123.49d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.270.260.110.110.110.390.500.500.500.500.500.50k, delay calibration 19.1618.9433.6815.9618.1848.0424.1724.1349.1423.0729.7541.61d1, Uniform Delay [s] 96010181678811942148653691187570689389c, Capacity [veh/h] 175918663981615356136617961900923156818941106s, saturation flow rate [veh/h] 0.410.400.100.290.370.490.080.080.160.030.250.43(v / s)_i Volume / Saturation Flow Rate 0.550.550.550.550.550.550.360.360.360.360.360.36g / C, Green / Cycle 606060606060404040404040g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLRCLLane Group Lane Group Calculations 15 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 18.62 16.46182.26 34.36 22.0821.6924.92165.11 35.36d_M, Delay for Movement [s/veh]24.8723.40 78.57 B BF CCCCDMovement LOS F CCE 32.99 22.08d_A, Approach Delay [s/veh]43.3196.25 C CApproach LOS F D 43.53d_I, Intersection Delay [s/veh] DIntersection LOS 0.923Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 16 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.070Volume to Capacity (v/c): FLevel Of Service: 118.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 5: 05 - 19th Avenue / Garfield Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00150.00100.00100.00280.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Garfield StreetGarfield Street19th Avenue19th AvenueName Intersection Setup 1233Bicycle Volume [bicycles/h] 4110Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1163720641406088120096271459825Total Analysis Volume [veh/h] 2995160101522300247365206Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1073418590375584115092261398791Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.621.621.621.621.621.621.621.621.621.621.621.62Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6621113642334527105716863488Base Volume Input [veh/h] Garfield StreetGarfield Street19th Avenue19th AvenueName volumes 17 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0530535300474405350Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.03.00.03.03.0Amber [s] 0300303000903009030Maximum Green [s] 0100101000301003010Minimum Green [s] --------Lead--LeadLead / Lag 8Auxiliary Signal Groups 040880061025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 18 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 193.6824.531367.8047.1482.931321.701328.3865.35742.88738.841382.8695th-Percentile Queue Length [ft] 7.750.9854.711.893.3252.8753.142.6129.7229.5555.3195th-Percentile Queue Length [veh] 108.3313.63940.8026.1946.07920.72930.0336.30550.49547.05921.7050th-Percentile Queue Length [ft] 4.330.5537.631.051.8436.8337.201.4522.0221.8836.8750th-Percentile Queue Length [veh] NoNoYesNoNoYesNoNoNoNoYesCritical Lane Group DDFDDFFCCCFLane Group LOS 38.5038.18181.9735.4746.02174.78170.1623.3332.8132.50174.05d, Delay for Lane Group [s/veh] 0.290.041.260.070.171.231.220.340.750.741.26X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.300.04130.970.050.24120.78116.161.405.134.96127.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.110.110.500.500.220.500.500.50k, delay calibration 38.2138.1451.0035.4345.7954.0054.0021.9327.6827.5546.78d1, Uniform Delay [s] 5304545106083465175322869941001657c, Capacity [veh/h] 1658138915931900125418471900533188619001152s, saturation flow rate [veh/h] 0.090.010.400.020.050.350.340.180.390.390.72(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.320.320.280.280.610.530.530.61g / C, Green / Cycle 4848484848424292797992g_i, Effective Green Time [s] 3.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLCCLLane Group Lane Group Calculations 19 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 35.47 181.9746.02 38.18 38.5038.50174.78174.05 32.65d_M, Delay for Movement [s/veh]172.2732.81 23.33 D FD DDDFCMovement LOS F FCC 163.05 38.47d_A, Approach Delay [s/veh]162.1083.13 F DApproach LOS F F 118.02d_I, Intersection Delay [s/veh] FIntersection LOS 1.070Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 20 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.777Volume to Capacity (v/c): CLevel Of Service: 27.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 6: 06 - 19th Avenue / Stucky Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 175.00100.00100.00100.00100.00400.00Pocket Length [ft] 100001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Stucky Road19th Avenue19th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 6662457780944949Total Analysis Volume [veh/h] 1615614420211212Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 6359855377543047Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.791.791.791.791.791.79Growth Rate 5.700.900.600.701.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3533430943324026Base Volume Input [veh/h] Stucky Road19th Avenue19th AvenueName volumes 21 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.04.00.04.04.00.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.0l1, Start-Up Lost Time [s] 010010100Pedestrian Clearance [s] 050550Walk [s] 0.03.00.03.03.00.0Vehicle Extension [s] 065025250Split [s] 0.02.00.02.02.00.0All red [s] 0.04.00.04.04.00.0Amber [s] 030030300Maximum Green [s] 050550Minimum Green [s] -Lead----Lead / Lag Auxiliary Signal Groups 030620Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 22 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 40.07481.01385.72590.61260.1161.1695th-Percentile Queue Length [ft] 1.6019.2415.4323.6210.402.4595th-Percentile Queue Length [veh] 22.26331.67254.82422.13157.2733.9850th-Percentile Queue Length [ft] 0.8913.2710.1916.896.291.3650th-Percentile Queue Length [veh] NoYesNoYesNoNoCritical Lane Group BCCCBDLane Group LOS 18.3432.6824.3131.9117.2649.53d, Delay for Lane Group [s/veh] 0.110.920.730.880.490.37X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.095.896.0211.391.858.00d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 18.2626.7918.2920.5215.4041.53d1, Uniform Delay [s] 576676786924919131c, Capacity [veh/h] 15281793160518871877685s, saturation flow rate [veh/h] 0.040.350.360.430.240.07(v / s)_i Volume / Saturation Flow Rate 0.380.380.490.490.490.49g / C, Green / Cycle 343444444444g_i, Effective Green Time [s] 4.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 6.006.006.006.006.006.00L, Total Lost Time per Cycle [s] RLRCCLLane Group Lane Group Calculations 23 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 24.31 32.68 18.3449.53d_M, Delay for Movement [s/veh]31.9117.26 CC BDMovement LOS CB 31.3128.75d_A, Approach Delay [s/veh]20.43 CCApproach LOS C 27.82d_I, Intersection Delay [s/veh] CIntersection LOS 0.777Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------32Ring 1 Sequence 24 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.202Volume to Capacity (v/c): DLevel Of Service: 28.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 7: 07 - 19th Avenue / Goldenstein Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Name Intersection Setup 000Pedestrian Volume [ped/h] 1463842723346198Total Analysis Volume [veh/h] 3610107581150Total 15-Minute Volume [veh/h] 1.00001.00000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1343540922344190Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.411.411.411.411.411.41Growth Rate 0.004.001.701.300.001.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 952529015831135Base Volume Input [veh/h] Name volumes 25 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 4.63d_I, Intersection Delay [s/veh] CAAApproach LOS 16.882.930.00d_A, Approach Delay [s/veh] 43.7843.780.0015.910.000.0095th-Percentile Queue Length [ft] 1.751.750.000.640.000.0095th-Percentile Queue Length [veh] BDAAAAMovement LOS 13.8328.590.008.290.000.00d_M, Delay for Movement [s/veh] 0.180.200.000.180.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 26 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.080Volume to Capacity (v/c): FLevel Of Service: 80.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 8: 08 - 7th Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Griffin DriveMandeville Lane7th Avenue7th AvenueName Intersection Setup 2033Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 221771647117944811432957233Total Analysis Volume [veh/h] 5521791232211228821438Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 212768643106942910931554832Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 2.100.002.103.400.000.000.001.709.606.101.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1445467297462927421437322Base Volume Input [veh/h] Griffin DriveMandeville Lane7th Avenue7th AvenueName volumes 27 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0450045003500350Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0450045006000600Maximum Green [s] 0200020003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 28 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1368.6825.39302.61262.48228.75602.9995th-Percentile Queue Length [ft] 54.751.0212.1010.509.1524.1295th-Percentile Queue Length [veh] 941.8314.11189.68145.82133.87432.4650th-Percentile Queue Length [ft] 37.670.567.595.835.3517.3050th-Percentile Queue Length [veh] YesNoNoNoNoYesCritical Lane Group FBCFCELane Group LOS 129.5410.4325.46187.5724.6261.26d, Delay for Lane Group [s/veh] 1.210.070.651.180.591.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 107.330.034.75147.604.5535.47d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.500.500.50k, delay calibration 22.2110.4020.7139.9820.0725.79d1, Uniform Delay [s] 77993569897557608c, Capacity [veh/h] 13991770186177914851494s, saturation flow rate [veh/h] 0.670.040.250.150.220.41(v / s)_i Volume / Saturation Flow Rate 0.500.500.380.380.380.38g / C, Green / Cycle 404030303030g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 29 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 10.43 10.4310.43 129.54 129.54129.5425.4661.26 61.26d_M, Delay for Movement [s/veh]25.4624.62 187.57 B BB FFFCEMovement LOS E CCF 10.43 129.54d_A, Approach Delay [s/veh]57.8348.36 B FApproach LOS D E 80.01d_I, Intersection Delay [s/veh] FIntersection LOS 1.080Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 30 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.662Volume to Capacity (v/c): FLevel Of Service: 67.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 9: 09 - Manley Road / Griffin Drive Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.0090.00100.00Pocket Length [ft] 000010No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Griffin DriveGriffin DriveManley RoadName Intersection Setup 000Pedestrian Volume [ped/h] 966534309319698Total Analysis Volume [veh/h] 24163107234925Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 926264128918894Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.711.711.711.711.711.71Growth Rate 1.901.103.807.700.901.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 543662415211055Base Volume Input [veh/h] Griffin DriveGriffin DriveManley RoadName volumes 31 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 7.25d_I, Intersection Delay [s/veh] AAEApproach LOS 0.001.7535.53d_A, Approach Delay [s/veh] 0.000.00112.81112.8156.0092.4195th-Percentile Queue Length [ft] 0.000.004.514.512.243.7095th-Percentile Queue Length [veh] AAAACFMovement LOS 0.000.000.009.8519.5567.47d_M, Delay for Movement [s/veh] 0.000.010.000.110.440.66V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 32 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.463Volume to Capacity (v/c): BLevel Of Service: 15.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 10: 10 - Rouse Avenue / Griffin Drive Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0070.00100.0070.00100.00100.00130.00275.00100.00100.00Pocket Length [ft] 000101001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration NorthwestboundSouthwestboundNortheastboundEastboundApproach Griffin DriveBridger DriveRouse AvenueGriffin DriveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0102Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2151426135221537027031815179Total Analysis Volume [veh/h] 144658814936880445Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2141325033721435525930514172Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 0.000.0012.502.501.900.0011.101.301.806.3011.101.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 198157212192231631929108Base Volume Input [veh/h] Griffin DriveBridger DriveRouse AvenueGriffin DriveName volumes 33 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Vehicle Extension [s] 039003500511651390Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.03.03.00.0Amber [s] 060006000602560600Maximum Green [s] 030003000301030300Minimum Green [s] --------Lead---Lead / Lag 6,8Auxiliary Signal Groups 020040083860Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 34 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 20.03182.10235.851.52192.26134.501.48161.5395th-Percentile Queue Length [ft] 0.807.289.430.067.695.380.066.4695th-Percentile Queue Length [veh] 11.13101.17139.130.84107.3174.720.8289.7450th-Percentile Queue Length [ft] 0.454.055.570.034.292.990.033.5950th-Percentile Queue Length [veh] NoNoYesNoNoYesNoYesCritical Lane Group CCCCBBACLane Group LOS 21.7220.6721.3024.2512.2713.840.2626.82d, Delay for Lane Group [s/veh] 0.090.410.460.010.370.430.220.46X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.121.891.990.031.032.080.080.78d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.500.500.500.500.120.11k, delay calibration 21.6018.7819.3124.2211.2411.760.1826.04d1, Uniform Delay [s] 33564476435110346351435422c, Capacity [veh/h] 8281572186510141863119315191034s, saturation flow rate [veh/h] 0.040.170.190.000.210.230.210.19(v / s)_i Volume / Saturation Flow Rate 0.330.410.410.410.560.560.940.33g / C, Green / Cycle 3037373750508530g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 2.000.000.002.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.000.005.00L, Total Lost Time per Cycle [s] CRCLCLRCLane Group Lane Group Calculations 35 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 21.30 20.6724.25 21.72 21.7221.7212.2726.82 26.82d_M, Delay for Movement [s/veh]12.270.26 13.84 C CC CCCBCMovement LOS C BAB 21.04 21.72d_A, Approach Delay [s/veh]12.9210.32 C CApproach LOS B B 15.09d_I, Intersection Delay [s/veh] BIntersection LOS 0.463Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 36 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.082Volume to Capacity (v/c): DLevel Of Service: 34.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 11: 11 - Story Mill Road / Bridger Drive Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName Intersection Setup 0600Pedestrian Volume [ped/h] 62612917268147112348715313Total Analysis Volume [veh/h] 265746737289218133Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 62502816257141107338685112Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 0.002.500.000.000.600.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 41611810166916921544338Base Volume Input [veh/h] Bridger DriveBridger DriveStory Mill RoadStory Mill RoadName volumes 37 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 6.85d_I, Intersection Delay [s/veh] AACCApproach LOS 0.772.7616.7321.77d_A, Approach Delay [s/veh] 22.2022.2022.200.000.009.4736.4236.4236.4245.2145.2145.2195th-Percentile Queue Length [ft] 0.890.890.890.000.000.381.461.461.461.811.811.8195th-Percentile Queue Length [veh] AAAAAABCDCDDMovement LOS 0.000.007.860.000.008.1013.5823.7830.9516.1726.2534.08d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.110.150.140.050.090.220.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 38 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.530Volume to Capacity (v/c): ELevel Of Service: 41.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 12: 12 - Wilson Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetWillson AvenueWillson AvenueName Intersection Setup 3434Pedestrian Volume [ped/h] 3347229832637804043154Total Analysis Volume [veh/h] 187525811220101139Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 3333219431236703841148Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.001.700.006.000.900.000.000.000.000.000.001.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2238156722324502729106Base Volume Input [veh/h] Peach StreetPeach StreetWillson AvenueWillson AvenueName volumes 39 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 9.51d_I, Intersection Delay [s/veh] AABEApproach LOS 0.490.0614.2340.39d_A, Approach Delay [s/veh] 35.8935.8935.8940.0740.0740.072.882.882.88134.17134.17134.1795th-Percentile Queue Length [ft] 1.441.441.441.601.601.600.120.120.125.375.375.3795th-Percentile Queue Length [veh] AAAAAABCCDEEMovement LOS 0.000.008.230.000.007.9710.5717.4420.1934.7840.7241.76d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.010.030.000.060.140.53V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 40 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.668Volume to Capacity (v/c): CLevel Of Service: 20.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 13: 13 - Rouse Avenue / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetPeach StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1988951218357115681931555190Total Analysis Volume [veh/h] 502213021142917023413822Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1908551168055110653891452886Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.571.571.571.57Growth Rate 0.800.000.000.002.000.001.400.500.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1215437451357041657933655Base Volume Input [veh/h] Peach StreetPeach StreetRouse AvenueRouse AvenueName volumes 41 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0280028006200620Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 42 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 256.594.47172.4159.61413.0060.33246.4583.3895th-Percentile Queue Length [ft] 10.260.186.902.3816.522.419.863.3495th-Percentile Queue Length [veh] 154.632.4895.7833.12276.6233.52147.0246.3250th-Percentile Queue Length [ft] 6.190.103.831.3211.061.345.881.8550th-Percentile Queue Length [veh] YesNoNoNoYesNoNoNoCritical Lane Group DDCDBBBCLane Group LOS 36.5935.4830.0544.3716.6017.7210.8730.84d, Delay for Lane Group [s/veh] 0.740.020.530.410.760.220.530.35X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.750.051.131.995.061.251.853.76d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.230.110.110.110.500.500.500.50k, delay calibration 30.8435.4328.9242.3811.5416.469.0227.08d1, Uniform Delay [s] 38720438613810534141074256c, Capacity [veh/h] 15241077151899916597731692624s, saturation flow rate [veh/h] 0.190.000.130.060.480.120.330.14(v / s)_i Volume / Saturation Flow Rate 0.250.250.250.250.630.630.630.63g / C, Green / Cycle 2323232357575757g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 43 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 30.05 30.0544.37 35.48 36.5936.5916.6030.84 10.87d_M, Delay for Movement [s/veh]16.6010.87 17.72 C CD DDDBBMovement LOS C BBB 33.18 36.57d_A, Approach Delay [s/veh]16.7113.61 C DApproach LOS B B 20.56d_I, Intersection Delay [s/veh] CIntersection LOS 0.668Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 44 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.520Volume to Capacity (v/c): BLevel Of Service: 18.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 14: 14 - Willson Avenue / Mendenhall Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 2032620Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 955801830006118700182104Total Analysis Volume [veh/h] 24145460001547004526Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Other Adjustment Factor 0.92000.92000.92001.00001.00001.00000.92000.92001.00001.00000.92000.9200Peak Hour Factor 915561750005817900174100Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.281.281.281.001.001.001.281.281.001.001.281.28Growth Rate 0.001.200.002.002.002.002.200.702.002.002.200.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 71434137000451400013678Base Volume Input [veh/h] Mendenhall StreetMendenhall StreetWillson AvenueWillson AvenueName volumes 45 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.00.00.00.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 010000001000100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s] 040000002000200Split [s] 0.02.00.00.00.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.00.0Amber [s] 060000004500450Maximum Green [s] 015000001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040000060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 46 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 224.62243.4079.42121.5695th-Percentile Queue Length [ft] 8.989.743.184.8695th-Percentile Queue Length [veh] 130.83144.7544.1267.5350th-Percentile Queue Length [ft] 5.235.791.762.7050th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group CCABLane Group LOS 23.0822.569.4912.33d, Delay for Lane Group [s/veh] 0.850.840.300.42X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 4.213.710.941.94d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.50k, delay calibration 18.8718.858.5510.39d1, Uniform Delay [s] 478538824675c, Capacity [veh/h] 1473165616191167s, saturation flow rate [veh/h] 0.270.270.150.25(v / s)_i Volume / Saturation Flow Rate 0.320.320.510.51g / C, Green / Cycle 19193131g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLane Group Lane Group Calculations 47 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 22.56 23.0822.839.4912.33 12.33d_M, Delay for Movement [s/veh]9.490.00 0.00 CCCABMovement LOS B A 0.00 22.80d_A, Approach Delay [s/veh]9.4912.33 A CApproach LOS B A 18.28d_I, Intersection Delay [s/veh] BIntersection LOS 0.520Intersection V/C ----------------Ring 4 ----------------Ring 3 ---------------6Ring 2 --------------42Ring 1 Sequence 48 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.439Volume to Capacity (v/c): BLevel Of Service: 13.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 15: 15 - Willson Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00110.00125.00100.00100.00Pocket Length [ft] 000000001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetWillson AvenueWillson AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1116191Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000122429410424612333500Total Analysis Volume [veh/h] 000311071001061558870Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96001.00000.96000.96000.96000.96001.0000Other Adjustment Factor 1.00001.00001.00000.92000.92000.92001.00000.92000.92000.92000.92001.0000Peak Hour Factor 000117411390406582233350Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.181.181.181.001.181.181.181.181.00Growth Rate 2.002.002.000.000.300.002.000.302.001.102.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00099348330344491892840Base Volume Input [veh/h] Babcock StreetWillson AvenueWillson AvenueName volumes 49 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.00.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 000032002800280Split [s] 0.00.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.00.00.00.03.00.00.03.00.00.03.00.0Amber [s] 000060004500450Maximum Green [s] 000015001500150Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 000080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 50 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 159.98183.15120.5622.8459.9594.0295th-Percentile Queue Length [ft] 6.407.334.820.912.403.7695th-Percentile Queue Length [veh] 88.88101.7566.9812.6933.3152.2350th-Percentile Queue Length [ft] 3.564.072.680.511.332.0950th-Percentile Queue Length [veh] YesNoYesNoNoNoCritical Lane Group CCABAALane Group LOS 23.8123.188.3911.237.167.73d, Delay for Lane Group [s/veh] 0.750.740.430.120.280.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 3.152.571.360.480.851.04d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.500.500.500.50k, delay calibration 20.6720.617.0410.756.326.68d1, Uniform Delay [s] 364429989509829971c, Capacity [veh/h] 14371694170592314301673s, saturation flow rate [veh/h] 0.190.190.250.070.160.21(v / s)_i Volume / Saturation Flow Rate 0.250.250.580.580.580.58g / C, Green / Cycle 151535353535g_i, Effective Green Time [s] 3.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCLRCLane Group Lane Group Calculations 51 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 23.40 23.8123.18 0.00 0.000.000.000.00 7.73d_M, Delay for Movement [s/veh]8.397.16 11.23 C CCAMovement LOS AAB 23.47 0.00d_A, Approach Delay [s/veh]8.757.50 C AApproach LOS A A 13.56d_I, Intersection Delay [s/veh] BIntersection LOS 0.439Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 ---------------2Ring 1 Sequence 52 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.759Volume to Capacity (v/c): BLevel Of Service: 17.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 16: 16 - Broadway Avenue / Main Street Intersection Level Of Service Report NoYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain StreetBroadway AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 0512Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 2251097111211850225Total Analysis Volume [veh/h] 56274278301356Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2131040105511248216Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.541.541.541.541.541.54Growth Rate 1.401.901.301.400.002.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1386756857331140Base Volume Input [veh/h] Main StreetMain StreetBroadway AvenueName volumes 53 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 054540021Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 090900030Maximum Green [s] 015150015Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 75Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 54 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 232.30221.76406.51193.88244.4195th-Percentile Queue Length [ft] 9.298.8716.267.769.7895th-Percentile Queue Length [veh] 136.50128.73271.42108.47145.5050th-Percentile Queue Length [ft] 5.465.1510.864.345.8250th-Percentile Queue Length [veh] NoNoNoYesYesCritical Lane Group BABCDLane Group LOS 10.089.2318.8923.5942.86d, Delay for Lane Group [s/veh] 0.630.590.860.760.86X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 2.862.319.1511.1013.94d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.25k, delay calibration 7.226.929.7412.4928.93d1, Uniform Delay [s] 105011171022467320c, Capacity [veh/h] 1578167815366061594s, saturation flow rate [veh/h] 0.420.390.570.590.17(v / s)_i Volume / Saturation Flow Rate 0.670.670.670.670.20g / C, Green / Cycle 5050505015g_i, Effective Green Time [s] 3.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.000.002.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCLane Group Lane Group Calculations 55 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 19.89 9.57 10.0842.86d_M, Delay for Movement [s/veh]23.5942.86 AB BDMovement LOS CD 9.6520.25d_A, Approach Delay [s/veh]42.86 ACApproach LOS D 17.49d_I, Intersection Delay [s/veh] BIntersection LOS 0.759Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 56 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.890Volume to Capacity (v/c): FLevel Of Service: 117.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 17: 17 - Highland Boulevard / Main Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00185.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHighland BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 27994910663240131045570523Total Analysis Volume [veh/h] 7023700166603211390131Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2659001062922812945340501Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.471.471.471.471.471.471.471.471.471.471.471.47Growth Rate 1.702.000.000.002.801.900.000.000.000.802.000.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 180612104281558633630341Base Volume Input [veh/h] Main StreetMain StreetHighland BoulevardName volumes 57 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 05200661408400840Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 06000602504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 060025040083Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 150Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 58 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1221.521291.591.49352.60352.60469.1522.25586.841164.9495th-Percentile Queue Length [ft] 48.8651.660.0614.1014.1018.770.8923.4746.6095th-Percentile Queue Length [veh] 845.08901.580.83228.62228.62287.3512.36418.99777.1450th-Percentile Queue Length [ft] 33.8036.060.039.149.1411.490.4916.7631.0950th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesCritical Lane Group FFDCCFCCFLane Group LOS 167.58163.7753.9033.5333.53168.7821.3034.12179.79d, Delay for Lane Group [s/veh] 1.221.210.010.490.491.180.060.741.23X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 116.08112.270.020.550.55112.620.256.54124.58d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.110.110.400.500.500.50k, delay calibration 51.5051.5053.8932.9732.9756.1621.0427.5955.21d1, Uniform Delay [s] 485525156676676204450751424c, Capacity [veh/h] 154816767061663166364280314251262s, saturation flow rate [veh/h] 0.380.380.000.200.200.370.030.390.41(v / s)_i Volume / Saturation Flow Rate 0.310.310.310.410.410.410.530.530.53g / C, Green / Cycle 474747616161797979g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCCLLane Group Lane Group Calculations 59 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 33.53 33.53168.78 53.90 167.58165.0321.30179.79 34.12d_M, Delay for Movement [s/veh]21.3034.12 21.30 C CF FDFCCMovement LOS F CCC 69.47 165.52d_A, Approach Delay [s/veh]21.30104.66 E FApproach LOS F C 117.25d_I, Intersection Delay [s/veh] FIntersection LOS 0.890Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-2-Ring 1 Sequence 60 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 3,131.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 18: 18 - Haggerty Lane / Main Street Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNortheastboundApproach Main StreetMain StreetHaggerty LaneName Intersection Setup 0000Pedestrian Volume [ped/h] 2471334328161142021540158Total Analysis Volume [veh/h] 62333112042810139039Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2341265327741082021480151Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.561.561.561.561.561.561.561.561.561.561.561.56Growth Rate 0.002.100.000.002.600.000.000.000.002.102.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 150811214966910195097Base Volume Input [veh/h] Main StreetMain StreetHaggerty LaneName volumes 61 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 334.58d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.022.0489.953029.66d_A, Approach Delay [s/veh] 0.00195.31390.610.000.0027.036.756.756.75921.24921.24921.2495th-Percentile Queue Length [ft] 0.007.8115.620.000.001.080.270.270.2736.8536.8536.8595th-Percentile Queue Length [veh] AAAAACCFFFFFMovement LOS 0.000.009.410.000.0016.6718.25229.47161.662955.993131.583101.47d_M, Delay for Movement [s/veh] 0.000.010.000.000.010.270.000.000.080.460.006.86V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0001Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 62 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.000Volume to Capacity (v/c): FLevel Of Service: 105.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 19: 19 - Willson Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege StreetWillson AvenueWillson AvenueName Intersection Setup 60134Pedestrian Volume [ped/h] 327016735856262324550149Total Analysis Volume [veh/h] 8204211211576613737Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 296016035816002223527143Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.151.151.151.151.151.151.151.151.151.151.151.15Growth Rate 0.000.000.001.400.000.001.400.400.000.000.900.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 255013934705221920458124Base Volume Input [veh/h] College StreetCollege StreetWillson AvenueWillson AvenueName volumes 63 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 4.09d_I, Intersection Delay [s/veh] CCAAApproach LOS 22.2324.590.272.03d_A, Approach Delay [s/veh] 13.7313.7313.7365.2865.2865.28172.38172.38172.38223.58223.58223.5895th-Percentile Queue Length [ft] 0.550.550.552.612.612.616.906.906.908.948.948.9495th-Percentile Queue Length [veh] BFFCFFAAAAAAMovement LOS 14.7856.27105.4222.3760.9976.910.000.008.690.000.009.83d_M, Delay for Movement [s/veh] 0.060.090.000.370.040.090.000.010.020.000.010.17V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 64 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 5.168Volume to Capacity (v/c): FLevel Of Service: 2,083.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 20: 20 - Highland Boulevard / Ellis Street Intersection Level Of Service Report NoYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.0075.00100.00100.0075.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName Intersection Setup 07120Pedestrian Volume [ped/h] 1875861652353746482867313Total Analysis Volume [veh/h] 471214159911621211831Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1725791552163544579827013Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 0.900.000.000.0033.300.004.301.000.001.900.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1123511031402328951534552Base Volume Input [veh/h] Ellis StreetEllis StreetHighland BoulevardHighland BoulevardName volumes 65 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 314.49d_I, Intersection Delay [s/veh] FFAAApproach LOS 274.632078.081.390.03d_A, Approach Delay [s/veh] 423.20423.20423.20729.80729.80729.800.000.008.310.000.000.2195th-Percentile Queue Length [ft] 16.9316.9316.9329.1929.1929.190.000.000.330.000.000.0195th-Percentile Queue Length [veh] FFFFFFAAAAAAMovement LOS 264.88286.52295.142010.772041.632083.440.000.009.880.000.008.41d_M, Delay for Movement [s/veh] 0.470.040.940.030.055.170.000.000.100.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 66 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.630Volume to Capacity (v/c): FLevel Of Service: 10,000.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 21: 21 - Sourdough Road / Kagy Boulevard Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0075.00100.00100.0075.00100.00100.00100.00Pocket Length [ft] 000001001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundWestboundEastboundNorthboundApproach Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName Intersection Setup 17100Pedestrian Volume [ped/h] 136913524703918878859926273Total Analysis Volume [veh/h] 342396176232219715231518Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 130873423674878475557885970Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.551.551.551.551.551.551.551.551.551.551.551.55Growth Rate 1.200.000.000.000.700.000.000.400.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 84562215435565448737573845Base Volume Input [veh/h] Sourdough RoadKagy BoulevardKagy BoulevardSourdough RoadName volumes 67 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 2181.75d_I, Intersection Delay [s/veh] FAAFApproach LOS 10000.001.140.6010000.00d_A, Approach Delay [s/veh] 887.91887.91887.910.000.009.870.000.005.52777.78777.78777.7895th-Percentile Queue Length [ft] 35.5235.5235.520.000.000.390.000.000.2231.1131.1131.1195th-Percentile Queue Length [veh] FFFAABAAAFFFMovement LOS 10000.010000.010000.00.000.0010.230.000.009.5010000.010000.010000.0d_M, Delay for Movement [s/veh] 0.331.630.000.000.010.120.000.010.070.251.060.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopFreeFreeStopPriority Scheme Intersection Settings 68 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.833Volume to Capacity (v/c): FLevel Of Service: 1,392.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 22: 22 - Highland Boulevard / Kagy Boulevard Intersection Level Of Service Report NoYesYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName Intersection Setup 0530Pedestrian Volume [ped/h] 2526007342632606531253Total Analysis Volume [veh/h] 665028615815218111Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2424907328606581530253Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.681.681.681.681.681.681.681.681.681.681.681.68Growth Rate 0.000.700.000.000.000.600.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1414804195361346318132Base Volume Input [veh/h] Kagy BoulevardKagy BoulevardHighland BoulevardHighland BoulevardName volumes 69 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 168.14d_I, Intersection Delay [s/veh] AAFFApproach LOS 0.006.79480.37744.49d_A, Approach Delay [s/veh] 0.000.000.000.000.0070.851128.431128.431128.4348.0448.0448.0495th-Percentile Queue Length [ft] 0.000.000.000.000.002.8345.1445.1445.141.921.921.9295th-Percentile Queue Length [veh] AAAAABFFFFFFMovement LOS 0.000.007.950.000.0010.54474.00569.64590.46398.02494.581391.99d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.490.800.141.040.000.140.83V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 70 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with ALevel Of Service: 9.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 23: 23 - Wagon Wheel Road / 3rd Avenue Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00115.00100.00100.00100.00Pocket Length [ft] 001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Graf Street3rd AvenueWagon Wheel RoadName Intersection Setup 000Pedestrian Volume [ped/h] 2182225152752Total Analysis Volume [veh/h] 1455638191Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2174216146692Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.081.081.081.081.081.08Growth Rate 0.000.600.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2161200135642Base Volume Input [veh/h] Graf Street3rd AvenueWagon Wheel RoadName volumes 71 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with AIntersection LOS 9.12Intersection Delay [s/veh] AAAApproach LOS 9.838.908.49Approach Delay [s/veh] 25.8227.8520.268.7795th-Percentile Queue Length [ft] 1.031.110.810.3595th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 72 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 234.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 27: 25 - 11th Avenue / Grant Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Grant StreetGrant Street11th Avenue11th AvenueName Intersection Setup 86111204116Pedestrian Volume [ped/h] 2141211865082638542314724247234Total Analysis Volume [veh/h] 5330461320162110637611189Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2051161784675588140514123245233Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.931.931.931.931.931.931.931.931.931.931.931.93Growth Rate 0.001.700.000.000.000.000.000.000.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1066092243930422107312023417Base Volume Input [veh/h] Grant StreetGrant Street11th Avenue11th AvenueName volumes 73 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 234.58Intersection Delay [s/veh] FCFFApproach LOS 128.2622.05261.39340.55Approach Delay [s/veh] 493.7470.49865.151112.2395th-Percentile Queue Length [ft] 19.752.8234.6144.4995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 74 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 103.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 28: 26 - 11th Avenue / Lincoln Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Bobcat CircleLincoln Street11th Avenue11th AvenueName Intersection Setup 73694842Pedestrian Volume [ped/h] 25125731831111651584231549519298Total Analysis Volume [veh/h] 631184628413910641213075Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 23115671751061581514051447497286Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.801.801.801.801.801.801.801.801.801.801.801.80Growth Rate 0.000.000.001.000.000.000.000.000.000.001.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 13643797598884225826276159Base Volume Input [veh/h] Bobcat CircleLincoln Street11th Avenue11th AvenueName volumes 75 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 103.20Intersection Delay [s/veh] CFFFApproach LOS 24.9886.9775.25151.16Approach Delay [s/veh] 89.72366.2939.93373.53685.50159.6295th-Percentile Queue Length [ft] 3.5914.651.6014.9427.426.3895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 76 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.338Volume to Capacity (v/c): FLevel Of Service: 239.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 29: 27 - 11th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00150.00100.00100.00115.00100.00100.00200.00100.00100.00210.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 4318192Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2119063794486622930514929992187171Total Analysis Volume [veh/h] 53226923621757763775234743Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2028683590583021929214328785172157Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.741.741.741.741.741.741.741.741.741.741.741.74Growth Rate 0.900.600.000.002.100.000.000.000.002.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1164992052047712616882165499990Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard11th Avenue11th AvenueName volumes 77 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.01.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.02.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Vehicle Extension [s] 03900521302300230Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s] 09000902504500450Maximum Green [s] 03000301001500150Minimum Green [s] -----Lead------Lead / Lag Auxiliary Signal Groups 040083060020Signal group PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 75Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 78 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1903.4832.814303.9784.26631.01822.83227.08508.8095th-Percentile Queue Length [ft] 76.141.31172.163.3725.2432.919.0820.3595th-Percentile Queue Length [veh] 1275.1918.232701.7746.81418.88488.08132.64283.9550th-Percentile Queue Length [ft] 51.010.73108.071.8716.7619.525.3111.3650th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoCritical Lane Group FDFCFFCFLane Group LOS 186.7339.88331.4620.21119.20367.6934.53365.68d, Delay for Lane Group [s/veh] 1.350.381.700.551.141.690.681.64X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 166.262.39317.465.0790.70331.478.67328.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.500.500.500.500.50k, delay calibration 20.4737.4914.0015.1428.5036.2225.8737.48d1, Uniform Delay [s] 826981067419397177412104c, Capacity [veh/h] 18192631703814165310921716952s, saturation flow rate [veh/h] 0.610.141.060.280.270.270.160.18(v / s)_i Volume / Saturation Flow Rate 0.450.450.630.630.240.240.240.24g / C, Green / Cycle 3434474718181818g_i, Effective Green Time [s] 3.003.003.000.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 79 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 331.46 331.4620.21 39.88 186.73186.73119.20365.68 34.53d_M, Delay for Movement [s/veh]119.2034.53 367.69 F FC FDFFCMovement LOS F FCF 296.50 182.02d_A, Approach Delay [s/veh]217.87160.37 F FApproach LOS F F 239.05d_I, Intersection Delay [s/veh] FIntersection LOS 1.338Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence 80 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 99.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 30: 28 - 8th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street8th Avenue8th AvenueName Intersection Setup 33291218Pedestrian Volume [ped/h] 55344811336518680955710184101Total Analysis Volume [veh/h] 1486228914620241434625Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5333081083501787791551017697Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.000.400.000.000.400.800.000.000.000.000.800.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 38236677250127556539712669Base Volume Input [veh/h] College StreetCollege Street8th Avenue8th AvenueName volumes 81 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 99.14Intersection Delay [s/veh] EFCDApproach LOS 39.24196.1120.0625.70Approach Delay [s/veh] 213.28754.3175.45118.2395th-Percentile Queue Length [ft] 8.5330.173.024.7395th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 82 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FLevel Of Service: 123.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: All-way stopControl Type: Intersection 31: 29 - 7th Avenue / Grant Street Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Grant StreetGrant Street7th AvenueName Intersection Setup 7412928Pedestrian Volume [ped/h] 363112140549358286Total Analysis Volume [veh/h] 9128351378971Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 348107134526343274Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 2.742.742.742.742.742.74Growth Rate 0.800.000.000.500.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1273949192125100Base Volume Input [veh/h] Grant StreetGrant Street7th AvenueName volumes 83 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 123.05Intersection Delay [s/veh] FFFApproach LOS 50.65169.64126.59Approach Delay [s/veh] 281.82720.87582.9795th-Percentile Queue Length [ft] 11.2728.8323.3295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Lanes Intersection Settings 84 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.561Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 32: 30 - 7th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000100000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 24222Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 6775210587949114184052100Total Analysis Volume [veh/h] 171883122012284101320Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 647211058424710917384890Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.271.271.271.271.271.271.271.271.271.271.271.27Growth Rate 0.000.900.000.000.602.700.000.006.702.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5056884663378613303870Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard7th Avenue7th AvenueName volumes 85 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0600060002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 86 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 224.004.80248.5123.53114.5833.4248.670.0095th-Percentile Queue Length [ft] 8.960.199.940.944.581.341.950.0095th-Percentile Queue Length [veh] 130.372.67148.5613.0763.6618.5727.040.0050th-Percentile Queue Length [ft] 5.210.115.940.522.550.741.080.0050th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoCritical Lane Group ABABDCCALane Group LOS 7.1212.167.6812.1835.7634.6231.130.00d, Delay for Lane Group [s/veh] 0.600.030.640.120.650.200.260.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.990.132.280.603.390.460.590.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.11k, delay calibration 5.1412.035.4011.5832.3734.1630.540.00d1, Uniform Delay [s] 13593811381409204205235140c, Capacity [veh/h] 185663818876601431126916451278s, saturation flow rate [veh/h] 0.440.020.470.070.090.030.040.00(v / s)_i Volume / Saturation Flow Rate 0.730.730.730.730.140.140.140.14g / C, Green / Cycle 5959595911111111g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCLCLLane Group Lane Group Calculations 87 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 7.68 7.6812.18 12.16 7.127.1235.760.00 31.13d_M, Delay for Movement [s/veh]35.7631.13 34.62 A AB ABADCMovement LOS A DCC 7.92 7.19d_A, Approach Delay [s/veh]35.5031.13 A AApproach LOS C D 10.71d_I, Intersection Delay [s/veh] BIntersection LOS 0.561Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 88 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.302Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 33: 31 - Valley Center Spur / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 615.00100.00100.00825.00100.00100.00Pocket Length [ft] 100100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Frontage RoadFrontage RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 11315929914373103Total Analysis Volume [veh/h] 284075361826Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 991392621256795Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 0.880.880.880.880.880.88Growth Rate 1.801.302.600.701.300.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11215829814276108Base Volume Input [veh/h] Frontage RoadFrontage RoadValley Center SpurName volumes 89 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 4.80d_I, Intersection Delay [s/veh] AACApproach LOS 0.002.6317.66d_A, Approach Delay [s/veh] 0.000.000.009.2544.4944.4995th-Percentile Queue Length [ft] 0.000.000.000.371.781.7895th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.1113.8620.35d_M, Delay for Movement [s/veh] 0.000.000.000.110.080.30V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 90 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.908Volume to Capacity (v/c): FLevel Of Service: 500.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 34: 32 - Valley Center Spur / Valley Center Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00430.00120.00100.00Pocket Length [ft] 000110No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Valley Center RoadValley Center RoadValley Center SpurName Intersection Setup 000Pedestrian Volume [ped/h] 264575425153280226Total Analysis Volume [veh/h] 66144106387057Total 15-Minute Volume [veh/h] 1.05001.05001.05001.05001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 231504372134258208Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.911.911.911.911.911.91Growth Rate 1.703.006.602.905.201.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12126419570135109Base Volume Input [veh/h] Valley Center RoadValley Center RoadValley Center SpurName volumes 91 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 63.67d_I, Intersection Delay [s/veh] AAFApproach LOS 0.002.81238.77d_A, Approach Delay [s/veh] 0.000.000.0017.80112.89453.0695th-Percentile Queue Length [ft] 0.000.000.000.714.5218.1295th-Percentile Queue Length [veh] AAABDFMovement LOS 0.000.000.0010.6327.71500.26d_M, Delay for Movement [s/veh] 0.000.010.000.190.651.91V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings 92 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.070Volume to Capacity (v/c): CLevel Of Service: 22.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 35: 33 - Nelson Road / Frontage Road Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00600.00575.00100.00100.00100.00Pocket Length [ft] 011000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundApproach Frontage RoadFrontage RoadNelson RoadName Intersection Setup 000Pedestrian Volume [ped/h] 35126717011616Total Analysis Volume [veh/h] 8871817544Total 15-Minute Volume [veh/h] 1.09001.09001.09001.09001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 29622605921515Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.231.231.231.231.231.23Growth Rate 2.505.600.002.708.300.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24118494811212Base Volume Input [veh/h] Frontage RoadFrontage RoadNelson RoadName volumes 93 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with CIntersection LOS 0.71d_I, Intersection Delay [s/veh] AACApproach LOS 0.650.0018.54d_A, Approach Delay [s/veh] 0.002.430.000.008.938.9395th-Percentile Queue Length [ft] 0.000.100.000.000.360.3695th-Percentile Queue Length [veh] AAAABCMovement LOS 0.009.490.000.0014.8622.22d_M, Delay for Movement [s/veh] 0.000.030.000.010.040.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 94 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.353Volume to Capacity (v/c): FLevel Of Service: 228.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 36: 34 - 19th Avenue / I-90 EB Ramp Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00270.00100.00100.00100.00100.00100.00350.00100.00100.00100.00Pocket Length [ft] 001000001000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 WB OffI-90 WB On19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 57103500009939240917920Total Analysis Volume [veh/h] 143090000248231024480Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor 52503200009148537616490Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.881.001.881.001.001.001.001.881.881.881.881.00Growth Rate 4.002.005.902.002.002.002.001.800.003.502.202.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2790170000486452008770Base Volume Input [veh/h] I-90 WB OffI-90 WB On19th Avenue19th AvenueName volumes 95 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.00.03.00.00.00.00.03.01.03.03.00.0l2, Clearance Lost Time [s] 0.00.02.00.00.00.00.02.02.02.02.00.0l1, Start-Up Lost Time [s] 0010000010010100Pedestrian Clearance [s] 005000050550Walk [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Vehicle Extension [s] 00310000891871710Split [s] 0.00.02.00.00.00.00.02.00.02.02.00.0All red [s] 0.00.03.00.00.00.00.03.03.03.03.00.0Amber [s] 00450000903060600Maximum Green [s] 00200000301530300Minimum Green [s] --Lead-----Lead---Lead / Lag 2Auxiliary Signal Groups 003000061220Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtecteOverlapPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 96 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1582.7037.85582.7739.78285.654886.2795th-Percentile Queue Length [ft] 63.311.5123.311.5911.43195.4595th-Percentile Queue Length [veh] 1011.6221.03415.6022.10176.663099.0650th-Percentile Queue Length [ft] 40.460.8416.620.887.07123.9650th-Percentile Queue Length [veh] YesNoNoYesNoYesCritical Lane Group FDBCBFLane Group LOS 373.2137.7015.7427.3618.00363.24d, Delay for Lane Group [s/veh] 1.700.090.760.280.471.74X, volume / capacity Lane Group Results 1.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.00d3, Initial Queue Delay [s] 326.210.114.202.141.85336.50d2, Incremental Delay [s] 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.500.500.50k, delay calibration 47.0037.5911.5425.2216.1526.74d1, Uniform Delay [s] 33637013063278651031c, Capacity [veh/h] 15531709186655215601859s, saturation flow rate [veh/h] 0.370.020.530.170.260.96(v / s)_i Volume / Saturation Flow Rate 0.220.220.700.700.560.56g / C, Green / Cycle 262684846767g_i, Effective Green Time [s] 3.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCLRCLane Group Lane Group Calculations 97 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 0.000.00 37.70 373.210.000.000.00 363.24d_M, Delay for Movement [s/veh]15.7418.00 27.36 FDFMovement LOS BBC 0.00 353.84d_A, Approach Delay [s/veh]16.73299.08 A FApproach LOS F B 228.89d_I, Intersection Delay [s/veh] FIntersection LOS 1.353Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------321Ring 1 Sequence 98 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.876Volume to Capacity (v/c): ELevel Of Service: 69.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 37: 35 - 19th Avenue / I-90 WB Ramp Intersection Level Of Service Report NoYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00260.00100.00100.00100.00100.00100.00275.00Pocket Length [ft] 000001000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthboundNorthboundApproach I-90 EB OnI-90 EB Off19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00010303584553800859728Total Analysis Volume [veh/h] 000260891113500215182Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.92001.00000.92000.92000.92001.00001.00000.92000.9200Peak Hour Factor 0009503294149500790670Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.581.001.581.581.581.001.001.581.58Growth Rate 2.002.002.001.702.002.407.700.902.002.001.002.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0006002082631300500424Base Volume Input [veh/h] I-90 EB OnI-90 EB Off19th Avenue19th AvenueName volumes 99 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.00.03.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.00.00.00.00.02.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 000001001000100Pedestrian Clearance [s] 000005050050Walk [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Vehicle Extension [s] 0000030044009046Split [s] 0.00.00.00.00.02.00.02.00.00.02.00.0All red [s] 0.00.00.00.00.03.00.03.00.00.03.03.0Amber [s] 0000045060006025Maximum Green [s] 0000015030003010Minimum Green [s] -----Lead-----LeadLead / Lag Auxiliary Signal Groups 000007060025Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 100 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 119.97600.40863.12477.43677.3495th-Percentile Queue Length [ft] 4.8024.0234.5219.1027.0995th-Percentile Queue Length [veh] 66.65409.86619.77328.75463.6450th-Percentile Queue Length [ft] 2.6716.3924.7913.1518.5550th-Percentile Queue Length [veh] NoYesYesNoYesCritical Lane Group DFFBFLane Group LOS 41.21118.74100.1214.0489.67d, Delay for Lane Group [s/veh] 0.351.081.070.721.07X, volume / capacity Lane Group Results 1.001.001.001.001.00PF, progression factor 1.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.00d3, Initial Queue Delay [s] 0.6971.2459.623.6855.20d2, Incremental Delay [s] 1.001.001.001.001.00I, Upstream Filtering Factor 0.110.470.500.500.50k, delay calibration 40.5247.5040.5010.3634.47d1, Uniform Delay [s] 2983315431199680c, Capacity [veh/h] 14291590167216931179s, saturation flow rate [veh/h] 0.070.230.350.510.62(v / s)_i Volume / Saturation Flow Rate 0.210.210.330.710.71g / C, Green / Cycle 2525398585g_i, Effective Green Time [s] 3.003.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.00L, Total Lost Time per Cycle [s] RLCCLLane Group Lane Group Calculations 101 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 0.00 41.21118.74 0.00 0.000.00100.1289.67 14.04d_M, Delay for Movement [s/veh]100.120.00 0.00 DFFBMovement LOS F F 101.42 0.00d_A, Approach Delay [s/veh]100.1248.74 F AApproach LOS D F 69.35d_I, Intersection Delay [s/veh] EIntersection LOS 0.876Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------765Ring 2 --------------2-Ring 1 Sequence 102 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.721Volume to Capacity (v/c): CLevel Of Service: 31.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 38: 36 - 19th Avenue / Tschache Way Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0080.00175.00100.00275.00200.00100.00200.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Tschache WayTschache Way19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1544513297381761031432131861958116Total Analysis Volume [veh/h] 39113324104426358332148929Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.04001.04001.04001.04001.04001.0400Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 142411218935162911267116761732103Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 3.400.000.003.600.001.000.000.700.000.000.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8926765622102577977348108965Base Volume Input [veh/h] Tschache WayTschache Way19th Avenue19th AvenueName volumes 103 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 041004100951309614Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 015001500301003010Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 104 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 270.58210.92191.74308.8669.49580.5389.1157.321005.2166.6895th-Percentile Queue Length [ft] 10.828.447.6712.352.7823.223.562.2940.212.6795th-Percentile Queue Length [veh] 165.19120.79106.94194.5038.60413.7449.5131.84776.6937.0450th-Percentile Queue Length [ft] 6.614.834.287.781.5416.551.981.2731.071.4850th-Percentile Queue Length [veh] NoNoNoYesNoNoYesNoYesNoCritical Lane Group DEDFBCDBCBLane Group LOS 50.1260.3747.5784.2512.6320.9042.2912.4232.0317.69d, Delay for Lane Group [s/veh] 0.500.520.330.890.110.660.550.090.900.34X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.951.630.4817.330.221.578.790.186.492.70d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.160.500.500.500.500.500.50k, delay calibration 49.1758.7447.0966.9212.4219.3333.5012.2425.5314.99d1, Uniform Delay [s] 40125540519897921782399802176341c, Capacity [veh/h] 16721274168611901615359239516153585531s, saturation flow rate [veh/h] 0.120.100.080.150.060.400.330.050.550.22(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.240.610.610.690.610.610.69g / C, Green / Cycle 3636363691911049191104g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLRCLLane Group Lane Group Calculations 105 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 47.57 47.5784.25 60.37 50.1250.1212.6317.69 32.03d_M, Delay for Movement [s/veh]20.9012.42 42.29 D DF DEDBCMovement LOS B CBD 68.33 54.21d_A, Approach Delay [s/veh]22.0730.48 E DApproach LOS C C 31.74d_I, Intersection Delay [s/veh] CIntersection LOS 0.721Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 106 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.011Volume to Capacity (v/c): FLevel Of Service: 82.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 39: 37 - 19th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 225.00100.00225.00100.00100.00200.00250.00100.00275.00400.00100.00400.00Pocket Length [ft] 101001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 51783448911446130115213113784161699234Total Analysis Volume [veh/h] 1292081222911575383289510442558Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 49079146410542427714012063483831563215Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.871.871.871.871.871.871.871.871.871.871.871.87Growth Rate 2.400.503.501.404.400.003.201.101.302.600.901.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2624232485622714875645186205836115Base Volume Input [veh/h] Oak StreetOak Street19th Avenue19th AvenueName volumes 107 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 414136272722848427757518Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 454530454530909030909030Maximum Green [s] 202010202010303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,83,62,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 165Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 108 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 721.03717.41903.56182.22411.30520.63106.24734.40562.49304.941494.63244.0595th-Percentile Queue Length [ft] 28.8428.7036.147.2916.4520.834.2529.3822.5012.2059.799.7695th-Percentile Queue Length [veh] 531.91508.33632.81101.23275.26356.4459.02543.27363.90191.481104.74145.2350th-Percentile Queue Length [ft] 21.2820.3325.314.0511.0114.262.3621.7314.567.6644.195.8150th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesNoNoYesCritical Lane Group EFFDFFBDFBFDLane Group LOS 57.4299.19136.5352.4890.43118.9512.1636.32147.6014.56109.7148.72d, Delay for Lane Group [s/veh] 0.831.061.120.301.001.030.150.741.110.401.120.78X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 12.3434.6979.871.1718.9560.080.222.8883.351.1862.2117.97d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.500.290.110.500.340.500.500.500.500.50k, delay calibration 45.0864.5056.6651.3071.4858.8711.9333.4564.2513.3847.5030.75d1, Uniform Delay [s] 621785437383462293999176533910301521300c, Capacity [veh/h] 1577360014031593346510621565357867515743585611s, saturation flow rate [veh/h] 0.330.230.350.070.130.280.100.370.560.260.470.38(v / s)_i Volume / Saturation Flow Rate 0.390.220.350.240.130.350.640.490.590.650.420.59g / C, Green / Cycle 65365840225810581971087097g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 109 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 90.43 52.48118.95 136.53 57.4299.1912.1648.72 109.71d_M, Delay for Movement [s/veh]36.3214.56 147.60 F DF EFFBFMovement LOS D DBF 95.29 97.38d_A, Approach Delay [s/veh]57.1886.78 F FApproach LOS F E 82.79d_I, Intersection Delay [s/veh] FIntersection LOS 1.011Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 110 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.831Volume to Capacity (v/c): DLevel Of Service: 54.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 40: 38 - 19th Avenue / Durston Road Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 50.00100.00140.00420.00100.00325.00100.00100.00250.00100.00100.0090.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston Road19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1735431181523702142121161146951397271Total Analysis Volume [veh/h] 431363038935453290362434968Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1645151121443512031951068134871285249Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.401.401.401.401.401.401.401.401.401.401.401.40Growth Rate 0.000.500.001.000.800.000.000.801.001.601.500.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 117368801032511451397639662918178Base Volume Input [veh/h] Durston RoadDurston Road19th Avenue19th AvenueName volumes 111 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 5555135656140631107018Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151581515803080308Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 150Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 112 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 198.74765.17126.57151.81432.87290.27892.79902.68163.09912.28903.98327.2995th-Percentile Queue Length [ft] 7.9530.615.066.0717.3111.6135.7136.116.5236.4936.1613.0995th-Percentile Queue Length [veh] 111.97569.4970.3284.34292.60180.20679.11687.6590.61695.96688.77208.8050th-Percentile Queue Length [ft] 4.4822.782.813.3711.707.2127.1627.513.6227.8427.558.3550th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group CECCDEEEDDDFLane Group LOS 32.0470.3031.6724.8843.7364.7558.7956.0248.7249.5247.9182.58d, Delay for Lane Group [s/veh] 0.270.940.320.210.600.840.910.900.680.880.870.93X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.0619.620.510.531.1626.8017.4215.0715.9712.7911.5436.91d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.350.110.410.130.500.500.500.500.500.500.50k, delay calibration 30.9850.6731.1624.3542.5737.9541.3640.9532.7536.7336.3745.67d1, Uniform Delay [s] 634579364732612255739780215843862292c, Capacity [veh/h] 1615189111481599188510641786188551618311872683s, saturation flow rate [veh/h] 0.110.290.100.100.200.200.380.370.280.410.400.40(v / s)_i Volume / Saturation Flow Rate 0.400.310.410.460.330.410.410.410.530.450.450.53g / C, Green / Cycle 604761705061616179686879g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 113 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 43.73 24.8864.75 31.67 32.0470.3058.7982.58 48.65d_M, Delay for Movement [s/veh]57.1249.52 48.72 D CE CCEEDMovement LOS F EDD 45.95 56.90d_A, Approach Delay [s/veh]56.5453.92 D EApproach LOS D E 54.04d_I, Intersection Delay [s/veh] DIntersection LOS 0.831Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 114 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.758Volume to Capacity (v/c): DLevel Of Service: 52.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 41: 39 - 7th Avenue / Durston Road / Peach Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.0050.00100.0050.00100.00100.0070.00Pocket Length [ft] 000000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Peach StreetDurston Road7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 9731331763132602656848947952101Total Analysis Volume [veh/h] 2478819786566171221223825Total 15-Minute Volume [veh/h] 0.95000.95000.95000.95000.95000.95000.99000.99000.99000.99000.99000.9900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 943033074303252246636834488594Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.301.301.301.301.301.301.301.301.301.301.301.30Growth Rate 0.000.400.000.000.401.000.501.001.600.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 722332357233194189489643468172Base Volume Input [veh/h] Peach StreetDurston Road7th Avenue7th AvenueName volumes 115 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 043002500361103611Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 045004500902509025Maximum Green [s] 0200020003080308Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 115Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 116 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 510.59483.31278.58282.80345.0383.46598.53605.4991.1095th-Percentile Queue Length [ft] 20.4219.3311.1411.3113.803.3423.9424.223.6495th-Percentile Queue Length [veh] 355.89333.55171.26174.49222.6746.36428.74434.5650.6150th-Percentile Queue Length [ft] 14.2413.346.856.988.911.8517.1517.382.0250th-Percentile Queue Length [veh] YesYesNoNoNoYesYesNoNoCritical Lane Group EEDDDCEECLane Group LOS 57.9165.8242.1040.2039.5931.5664.8464.5127.49d, Delay for Lane Group [s/veh] 0.930.930.630.580.670.350.930.930.30X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 16.4722.372.095.163.423.7925.0224.692.25d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.250.340.140.500.500.500.500.500.50k, delay calibration 41.4443.4440.0135.0436.1727.7739.8239.8125.24d1, Uniform Delay [s] 4744184104611027254533542338c, Capacity [veh/h] 1816182917921607358280218501881976s, saturation flow rate [veh/h] 0.240.210.150.160.190.110.270.270.10(v / s)_i Volume / Saturation Flow Rate 0.260.230.230.290.290.380.290.290.38g / C, Green / Cycle 302626333344333344g_i, Effective Green Time [s] 3.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLRCLCCLLane Group Lane Group Calculations 117 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 65.82 65.8242.10 57.91 57.9157.9140.2027.49 64.66d_M, Delay for Movement [s/veh]39.5964.84 31.56 E ED EEEDEMovement LOS C DEC 56.32 57.91d_A, Approach Delay [s/veh]39.0661.26 E EApproach LOS E D 52.67d_I, Intersection Delay [s/veh] DIntersection LOS 0.758Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8421Ring 1 Sequence 118 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.879Volume to Capacity (v/c): ELevel Of Service: 63.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 42: 40 - 19th Avenue / Main Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00250.00100.00100.00200.00113.00100.00230.00100.00100.00100.00Pocket Length [ft] 102002101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Main StreetMain Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 280110925846884546452735190158926179Total Analysis Volume [veh/h] 702776411221136113184473923145Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 268106324744847523433704182151887172Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.411.411.411.411.411.411.411.411.411.411.411.41Growth Rate 0.500.800.000.000.801.601.301.400.000.000.401.60Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 19075417531601371307499129107629122Base Volume Input [veh/h] Main StreetMain Street19th Avenue19th AvenueName volumes 119 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.00.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 1010001001010010100Pedestrian Clearance [s] 550050550550Walk [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 64647802438515124545427Split [s] 2.02.00.00.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 30303003030303030303030Maximum Green [s] 555055555555Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag 1,43,62,7Auxiliary Signal Groups 447083661225Signal group OverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 180Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 120 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 202.15855.81255.84560.39565.59491.40395.12590.42407.21216.57779.65380.4195th-Percentile Queue Length [ft] 8.0934.2310.2322.4222.6219.6615.8023.6216.298.6631.1915.2295th-Percentile Queue Length [veh] 114.44647.20154.06397.00401.32340.16262.31421.98271.98124.92581.85250.6050th-Percentile Queue Length [ft] 4.5825.896.1615.8816.0513.6110.4916.8810.885.0023.2710.0250th-Percentile Queue Length [veh] NoYesNoNoNoNoYesNoYesNoYesNoCritical Lane Group BEFDDFBEFDFFLane Group LOS 11.5266.0885.6839.4039.3183.6919.3770.70114.9938.0481.84106.75d, Delay for Lane Group [s/veh] 0.260.960.820.580.570.960.460.810.910.250.940.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.566.145.210.920.8810.431.517.7236.270.9517.7727.41d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.110.150.150.110.500.500.390.500.500.43k, delay calibration 10.9659.9480.4738.4938.4373.2617.8762.9878.7237.0964.0779.34d1, Uniform Delay [s] 10971154315803817569993908208630983213c, Capacity [veh/h] 160735893514185218852752159435681810161536031417s, saturation flow rate [veh/h] 0.170.310.070.250.250.200.280.210.110.100.260.13(v / s)_i Volume / Saturation Flow Rate 0.680.320.090.430.430.200.620.260.120.390.270.13g / C, Green / Cycle 12358167878361124621704924g_i, Effective Green Time [s] 0.003.001.003.003.001.000.003.001.000.003.001.00l2, Clearance Lost Time [s] 0.000.000.000.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 3.005.003.005.005.003.005.005.003.003.005.003.00L, Total Lost Time per Cycle [s] RCLCCLRCLRCLLane Group Lane Group Calculations 121 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.35 39.4083.69 85.68 11.5266.0819.37106.75 81.84d_M, Delay for Movement [s/veh]70.7038.04 114.99 D DF BFEBFMovement LOS F EDF 55.75 59.88d_A, Approach Delay [s/veh]59.9679.89 E EApproach LOS E E 63.23d_I, Intersection Delay [s/veh] EIntersection LOS 0.879Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 122 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.608Volume to Capacity (v/c): BLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 43: 41 - 7th Avenue / Main Street Intersection Level Of Service Report YesNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.0090.00100.00100.00Pocket Length [ft] 000100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Main StreetMain Street7th AvenueName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 191551451445387296Total Analysis Volume [veh/h] 481381131119774Total 15-Minute Volume [veh/h] 0.93000.93000.93000.93000.93000.9300Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 189545446440383293Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.341.341.341.341.341.34Growth Rate 0.001.701.500.602.400.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 141407333328286219Base Volume Input [veh/h] Main StreetMain Street7th AvenueName volumes 123 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.03.03.03.03.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.03.03.03.0Vehicle Extension [s] 05060103030Split [s] 0.02.02.02.02.02.0All red [s] 0.03.03.03.03.03.0Amber [s] 03030303030Maximum Green [s] 055555Minimum Green [s] ---Lead-LeadLead / Lag 3,6Auxiliary Signal Groups 048361Signal group PermissivePermissivePermissiveProtectedPermissiOverlapPermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 124 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 221.40215.01190.85164.7449.13307.60254.4395th-Percentile Queue Length [ft] 8.868.607.636.591.9712.3010.1895th-Percentile Queue Length [veh] 128.46123.78106.3091.5227.29193.53153.0050th-Percentile Queue Length [ft] 5.144.954.253.661.097.746.1250th-Percentile Queue Length [veh] NoNoNoYesNoYesNoCritical Lane Group BBBBACCLane Group LOS 16.8315.9910.0018.359.1430.6534.16d, Delay for Lane Group [s/veh] 0.480.440.450.700.250.700.71X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.131.661.518.631.147.403.70d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.18k, delay calibration 14.7114.338.499.728.0023.2530.46d1, Uniform Delay [s] 774844970462532549415c, Capacity [veh/h] 15411681153366581814191620s, saturation flow rate [veh/h] 0.240.220.290.490.160.270.18(v / s)_i Volume / Saturation Flow Rate 0.500.500.630.630.630.390.26g / C, Green / Cycle 45455757573523g_i, Effective Green Time [s] 3.003.003.000.000.000.003.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLRLLane Group Lane Group Calculations 125 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 10.26 16.26 16.8334.16d_M, Delay for Movement [s/veh]14.1330.65 BB BCMovement LOS BC 16.4112.89d_A, Approach Delay [s/veh]32.17 BBApproach LOS C 19.69d_I, Intersection Delay [s/veh] BIntersection LOS 0.608Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------43-1Ring 1 Sequence 126 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.542Volume to Capacity (v/c): DLevel Of Service: 35.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 44: 42 - 19th Avenue / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 93444073983084985058129350Total Analysis Volume [veh/h] 231110182572124601432312Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97001.00000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92001.00000.92000.92000.9200Peak Hour Factor 88423869932880934055122647Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.571.571.571.571.571.571.571.571.001.571.571.57Growth Rate 1.800.000.000.001.700.000.001.002.002.901.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5627244459185159503578130Base Volume Input [veh/h] Babcock StreetBabcock Street19th Avenue19th AvenueName volumes 127 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 078007800102001020Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern IsolatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 128 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 242.45265.69585.16577.62806.62813.0387.9095th-Percentile Queue Length [ft] 9.7010.6323.4123.1032.2632.523.5295th-Percentile Queue Length [veh] 144.04161.49417.60411.31604.93610.4348.8350th-Percentile Queue Length [ft] 5.766.4616.7016.4524.2024.421.9550th-Percentile Queue Length [veh] NoYesNoNoYesNoNoCritical Lane Group DDCCDDDLane Group LOS 37.9337.9231.3430.7137.9537.7551.76d, Delay for Lane Group [s/veh] 0.310.320.600.590.750.750.27X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.391.393.022.755.795.653.44d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.500.50k, delay calibration 36.5536.5328.3327.9632.1632.1048.31d1, Uniform Delay [s] 575620888912893907188c, Capacity [veh/h] 135614711647169316581683483s, saturation flow rate [veh/h] 0.130.140.320.320.400.400.10(v / s)_i Volume / Saturation Flow Rate 0.410.410.540.540.540.540.54g / C, Green / Cycle 73739797979797g_i, Effective Green Time [s] 3.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCCCLLane Group Lane Group Calculations 129 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 37.92 37.9237.92 37.93 37.9337.9331.3451.76 37.84d_M, Delay for Movement [s/veh]31.0037.95 0.00 D DD DDDCDMovement LOS D CD 37.92 37.93d_A, Approach Delay [s/veh]31.0338.35 D DApproach LOS D C 35.54d_I, Intersection Delay [s/veh] DIntersection LOS 0.542Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 130 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.627Volume to Capacity (v/c): BLevel Of Service: 16.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 45: 43 - 19th Avenue / Koch Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00330.00100.00100.00160.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 84128571379150379449688135092Total Analysis Volume [veh/h] 2132143423139236242233723Total 15-Minute Volume [veh/h] 0.97000.97000.97001.00001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 80121541268446358959183128087Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.591.591.591.591.591.591.591.591.591.591.591.59Growth Rate 2.000.000.000.000.000.000.000.900.003.800.501.80Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 50763479532922563575280555Base Volume Input [veh/h] 19th AvenueName volumes 131 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0320032005800580Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030009000900Maximum Green [s] 05005003000300Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 90Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group YesLocated in CBD Intersection Settings 132 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 255.88261.80185.10187.30103.12304.80306.3261.9295th-Percentile Queue Length [ft] 10.2410.477.407.494.1212.1912.252.4895th-Percentile Queue Length [veh] 154.09158.55102.83104.0657.29191.36192.5434.4050th-Percentile Queue Length [ft] 6.166.344.114.162.297.657.701.3850th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoCritical Lane Group DDAADBBBLane Group LOS 39.6839.658.288.2636.0511.5811.4217.98d, Delay for Lane Group [s/veh] 0.770.770.440.440.490.640.640.29X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.905.881.241.238.622.862.752.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.180.180.500.500.500.500.500.50k, delay calibration 33.7833.777.037.0327.438.728.6815.71d1, Uniform Delay [s] 3503591116113119511111135319c, Capacity [veh/h] 135914071672169534016651701515s, saturation flow rate [veh/h] 0.200.200.290.290.280.430.430.18(v / s)_i Volume / Saturation Flow Rate 0.220.220.670.670.670.670.670.67g / C, Green / Cycle 2020606060606060g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCCCLCCLLane Group Lane Group Calculations 133 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 39.65 39.6539.65 39.68 39.6839.688.2817.98 11.50d_M, Delay for Movement [s/veh]8.2711.58 36.05 D DD DDDABMovement LOS B ABD 39.65 39.68d_A, Approach Delay [s/veh]10.7511.89 D DApproach LOS B B 16.32d_I, Intersection Delay [s/veh] BIntersection LOS 0.627Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 134 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.768Volume to Capacity (v/c): DLevel Of Service: 37.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 46: 44 - 19th Avenue / College Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00175.00300.00100.00300.00100.00100.00330.00100.00100.00450.00Pocket Length [ft] 101101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach College StreetCollege Street19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 18354717523840112384893172114890469Total Analysis Volume [veh/h] 46137446010031212234328222117Total 15-Minute Volume [veh/h] 0.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 17451916622638011780847163108844445Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.541.541.541.541.541.541.541.541.541.541.541.54Growth Rate 0.900.000.000.700.000.000.000.400.000.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 113337108147247765255010670548289Base Volume Input [veh/h] College StreetCollege Street19th AvenueName volumes 135 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 101001010001000100Pedestrian Clearance [s] 550550050050Walk [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 33338333380351204219Split [s] 2.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.03.03.03.00.03.03.00.03.03.0Amber [s] 4545254545250902509025Maximum Green [s] 151551515503050305Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 447883061025Signal group OverlapPermissProtecteOverlapPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 95Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 136 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 118.38582.35122.43131.07333.35100.61441.64450.59100.89383.81390.04389.4395th-Percentile Queue Length [ft] 4.7423.294.905.2413.334.0217.6718.024.0415.3515.6015.5895th-Percentile Queue Length [veh] 65.77415.2568.0272.82213.5355.90299.69306.9356.05253.30258.26257.7750th-Percentile Queue Length [ft] 2.6316.612.722.918.542.2411.9912.282.2410.1310.3310.3150th-Percentile Queue Length [veh] NoYesNoNoNoYesYesNoNoNoNoYesCritical Lane Group BECBCCDDBCCDLane Group LOS 17.6862.3024.0713.7233.4730.4843.1242.7119.0130.1329.6453.57d, Delay for Lane Group [s/veh] 0.260.980.490.290.720.480.830.830.420.700.700.95X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.8929.121.060.643.526.4012.9812.583.205.835.4329.46d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.410.110.370.220.500.500.500.500.500.500.50k, delay calibration 16.7933.1823.0113.0829.9524.0830.1430.1315.8124.3024.2124.11d1, Uniform Delay [s] 705560355827560255580598407703731495c, Capacity [veh/h] 16011900113416041900103018361892819179718701010s, saturation flow rate [veh/h] 0.110.290.150.150.210.120.260.260.210.280.270.46(v / s)_i Volume / Saturation Flow Rate 0.440.290.380.520.290.380.320.320.520.390.390.52g / C, Green / Cycle 422836492836303049373749g_i, Effective Green Time [s] 0.003.000.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLCCLLane Group Lane Group Calculations 137 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 33.47 13.7230.48 24.07 17.6862.3043.1253.57 29.85d_M, Delay for Movement [s/veh]42.8930.13 19.01 C BC BCEDCMovement LOS D DCB 26.82 45.88d_A, Approach Delay [s/veh]39.3337.42 C DApproach LOS D D 37.84d_I, Intersection Delay [s/veh] DIntersection LOS 0.768Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 138 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.708Volume to Capacity (v/c): CLevel Of Service: 22.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 47: 45 - 19th Avenue / Graf Street Intersection Level Of Service Report YesNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00175.00100.00100.00380.00400.00100.00100.00Pocket Length [ft] 000001001100No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Graf Street19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1744328822255710284616531547028Total Analysis Volume [veh/h] 43117256142621141791187Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.97000.97001.00001.00000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 160402652023529780215229044627Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.791.001.791.791.791.001.001.791.79Growth Rate 2.002.002.000.002.003.400.000.602.002.001.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 160402651123295444815229024915Base Volume Input [veh/h] Graf Street19th Avenue19th AvenueName volumes 139 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0150015005580470Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 040080061020Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 70Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 140 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 151.27257.1427.4647.0425.18323.7056.74469.7518.2095th-Percentile Queue Length [ft] 6.0510.291.101.881.0112.952.2718.790.7395th-Percentile Queue Length [veh] 84.04155.0415.2526.1313.99206.0031.52322.5010.1150th-Percentile Queue Length [ft] 3.366.200.611.050.568.241.2612.900.4050th-Percentile Queue Length [veh] NoYesNoNoNoNoYesYesNoCritical Lane Group CDBCABBCCLane Group LOS 26.0943.7119.9832.446.2112.2115.7028.3725.52d, Delay for Lane Group [s/veh] 0.500.780.100.260.110.750.410.930.13X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.1915.070.462.810.051.753.1311.310.27d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.180.500.260.11k, delay calibration 21.9028.6419.5229.636.1710.4612.5717.0625.25d1, Uniform Delay [s] 4303694532219591121400842214c, Capacity [veh/h] 1632135317211144161518898391746661s, saturation flow rate [veh/h] 0.130.210.030.050.060.450.200.450.04(v / s)_i Volume / Saturation Flow Rate 0.260.260.260.260.590.590.590.480.48g / C, Green / Cycle 181818184242423434g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLRCLCLLane Group Lane Group Calculations 141 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 19.98 19.9832.44 43.71 26.0926.096.2125.52 28.37d_M, Delay for Movement [s/veh]12.2128.37 15.70 B BC CDCACMovement LOS C BCB 26.81 36.14d_A, Approach Delay [s/veh]12.1828.27 C DApproach LOS C B 22.71d_I, Intersection Delay [s/veh] CIntersection LOS 0.708Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------86-Ring 2 -------------421Ring 1 Sequence 142 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.417Volume to Capacity (v/c): DLevel Of Service: 31.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 49: 47 - Flanders Mill Road / Baxter Lane Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Baxter LaneBaxter LaneFlanders Mill RoadName Intersection Setup 000Pedestrian Volume [ped/h] 25316583253163113Total Analysis Volume [veh/h] 634121634128Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 24215880242150104Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.501.501.501.501.501.50Growth Rate 0.600.000.000.001.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1611055316110069Base Volume Input [veh/h] Baxter LaneBaxter LaneFlanders Mill RoadName volumes 143 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with DIntersection LOS 8.48d_I, Intersection Delay [s/veh] AADApproach LOS 3.300.0026.64d_A, Approach Delay [s/veh] 37.8337.830.000.00107.39107.3995th-Percentile Queue Length [ft] 1.511.510.000.004.304.3095th-Percentile Queue Length [veh] AAAACDMovement LOS 0.008.370.000.0023.1731.65d_M, Delay for Movement [s/veh] 0.000.130.000.000.220.42V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 144 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.399Volume to Capacity (v/c): BLevel Of Service: 14.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 50: 48 - Davis Lane / Baxter Lane Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter LaneDavis LaneDavis LaneName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 7737777963431331273333653287145Total Analysis Volume [veh/h] 19941924863332839137236Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.09001.09001.09001.09001.09001.0900Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 7134771883161221072813045242122Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4723047582098171186203016081Base Volume Input [veh/h] Baxter LaneBaxter LaneDavis LaneDavis LaneName volumes 145 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0380038002200220Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 60Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 146 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 195.4937.2233.02135.8978.0585.9191.2015.3918.3249.3379.6795th-Percentile Queue Length [ft] 7.821.491.325.443.123.443.650.620.731.973.1995th-Percentile Queue Length [veh] 109.6320.6818.3575.4943.3647.7350.678.5510.1827.4144.2650th-Percentile Queue Length [ft] 4.390.830.733.021.731.912.030.340.411.101.7750th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoNoYesCritical Lane Group BBBBCBBBBBBLane Group LOS 14.7618.4511.3013.2524.0112.4012.2413.8910.4411.0119.70d, Delay for Lane Group [s/veh] 0.600.200.150.440.440.300.290.070.080.190.36X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.790.250.100.401.041.050.930.290.220.272.44d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.500.500.500.50k, delay calibration 13.9718.1911.2012.8522.9711.3511.3113.6010.2210.7417.26d1, Uniform Delay [s] 7523846587742997358094956881541406c, Capacity [veh/h] 184510541615190095217251900110916153618947s, saturation flow rate [veh/h] 0.250.070.060.180.140.130.130.030.030.080.15(v / s)_i Volume / Saturation Flow Rate 0.410.410.410.410.410.430.430.430.430.430.43g / C, Green / Cycle 2424242424262626262626g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.002.000.000.002.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 147 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 13.25 11.3024.01 18.45 14.7614.7612.4019.70 11.01d_M, Delay for Movement [s/veh]12.2810.44 13.89 B BC BBBBBMovement LOS B BBB 15.43 15.29d_A, Approach Delay [s/veh]12.4313.55 B BApproach LOS B B 14.24d_I, Intersection Delay [s/veh] BIntersection LOS 0.399Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 148 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.539Volume to Capacity (v/c): BLevel Of Service: 13.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 51: 49 - Laurel Parkway / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.0035.00Pocket Length [ft] 000001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration WestboundEastboundSouthboundApproach Durston RoadDurston RoadLaurel ParkwayName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 000000Local Bus Stopping Rate [/h] 000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 2724744322327218Total Analysis Volume [veh/h] 681181086755Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2614544142225201Total Hourly Volume [veh/h] 000000Right-Turn on Red Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.811.811.811.811.811.81Growth Rate 1.400.000.900.000.000.90Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1442512291214111Base Volume Input [veh/h] Durston RoadDurston RoadLaurel ParkwayName volumes 149 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.0Detector Location [ft] NoNoNoPedestrian Recall NoNoNoMaximum Recall NoNoNoMinimum Recall 0.03.03.00.00.03.0l2, Clearance Lost Time [s] 0.02.02.00.00.02.0l1, Start-Up Lost Time [s] 010100010Pedestrian Clearance [s] 055005Walk [s] 0.03.03.00.00.03.0Vehicle Extension [s] 067670023Split [s] 0.02.02.00.00.02.0All red [s] 0.03.03.00.00.03.0Amber [s] 030300030Maximum Green [s] 055005Minimum Green [s] -----LeadLead / Lag Auxiliary Signal Groups 048001Signal group PermissivePermissivePermissivePermissivePermissivePermissiveControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fixed timeActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 150 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 284.55144.3723.20216.3795th-Percentile Queue Length [ft] 11.385.770.938.6595th-Percentile Queue Length [veh] 175.8280.2012.89124.7750th-Percentile Queue Length [ft] 7.033.210.524.9950th-Percentile Queue Length [veh] YesNoNoYesCritical Lane Group AACDLane Group LOS 9.716.5029.8040.25d, Delay for Lane Group [s/veh] 0.610.350.080.61X, volume / capacity Lane Group Results 1.001.001.001.00PF, progression factor 1.001.001.001.00Rp, platoon ratio 0.000.000.000.00d3, Initial Queue Delay [s] 2.230.760.517.46d2, Incremental Delay [s] 1.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.50k, delay calibration 7.485.7429.2932.79d1, Uniform Delay [s] 12301289323359c, Capacity [veh/h] 1785181016151793s, saturation flow rate [veh/h] 0.420.250.020.12(v / s)_i Volume / Saturation Flow Rate 0.690.690.200.20g / C, Green / Cycle 62621818g_i, Effective Green Time [s] 3.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.00L, Total Lost Time per Cycle [s] CCRLLane Group Lane Group Calculations 151 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 6.50 9.71 9.7140.25d_M, Delay for Movement [s/veh]6.5029.80 AA ADMovement LOS AC 9.716.50d_A, Approach Delay [s/veh]39.10 AAApproach LOS D 13.68d_I, Intersection Delay [s/veh] BIntersection LOS 0.539Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------8-Ring 2 --------------41Ring 1 Sequence 152 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.730Volume to Capacity (v/c): ELevel Of Service: 70.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 52: 50 - Cottonwood Road / Durston Road Intersection Level Of Service Report YesNoYesNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Durston RoadDurston RoadCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 100125369934510082016505069067393Total Analysis Volume [veh/h] 25313175862525413131731798Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 9612016703319661915464663562362Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 3.853.853.853.853.853.853.853.853.853.853.853.85Growth Rate 0.000.600.600.000.000.000.000.000.000.000.002.10Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 25312174862515412121651694Base Volume Input [veh/h] Durston RoadDurston RoadCottonwood RoadCottonwood RoadName volumes 153 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.03.03.01.00.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.02.02.02.00.02.02.02.02.02.0l1, Start-Up Lost Time [s] 010010100010010100Pedestrian Clearance [s] 050550050550Walk [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Vehicle Extension [s] 028266666640158202013Split [s] 0.02.00.02.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.03.03.03.00.03.03.03.03.03.0Amber [s] 0303030303003030303030Maximum Green [s] 055555055555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 5,82,7Auxiliary Signal Groups 047883061225Signal group PermissPermissProtecteOverlapPermissProtectePermissPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 154 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1544.88329.98194.561235.366.4847.7943.4857.321142.8241.75646.7895th-Percentile Queue Length [ft] 61.8013.207.7849.410.261.911.742.2945.711.6725.8795th-Percentile Queue Length [veh] 1173.57210.89108.96939.603.6026.5524.1531.84802.0023.19449.4650th-Percentile Queue Length [ft] 46.948.444.3637.580.141.060.971.2732.080.9317.9850th-Percentile Queue Length [veh] NoNoNoYesNoNoNoYesYesNoNoCritical Lane Group FCBFCDDDFDFLane Group LOS 65.3623.9711.2171.1333.5554.7151.8440.59129.0446.46127.56d, Delay for Lane Group [s/veh] 1.070.720.341.050.130.220.210.131.160.141.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 46.074.560.9041.570.403.440.640.3591.070.6067.32d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.500.110.250.500.500.50k, delay calibration 19.2819.4010.3129.5633.1551.2751.2140.2537.9745.8760.24d1, Uniform Delay [s] 12659731021964150147160390593484367c, Capacity [veh/h] 1864143916151900465174919001455161536181540s, saturation flow rate [veh/h] 0.730.490.210.530.040.020.020.030.430.020.26(v / s)_i Volume / Saturation Flow Rate 0.680.720.630.510.720.080.080.190.370.130.19g / C, Green / Cycle 8287766187101023441623g_i, Effective Green Time [s] 3.000.000.003.000.003.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.003.005.005.005.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLCCLRCLLane Group Lane Group Calculations 155 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 71.13 11.2133.55 23.97 65.3665.3654.71127.56 46.46d_M, Delay for Movement [s/veh]52.80129.04 40.59 F BC ECEDDMovement LOS F DFD 55.53 51.26d_A, Approach Delay [s/veh]47.80123.72 E DApproach LOS F D 70.19d_I, Intersection Delay [s/veh] EIntersection LOS 0.730Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 156 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.071Volume to Capacity (v/c): ELevel Of Service: 43.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 55: 53 - Fowler Avenue / Durston Road Intersection Level Of Service Report NoNoYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Durston RoadDurston RoadFowler AvenueName Intersection Setup 000Pedestrian Volume [ped/h] 8813714736127Total Analysis Volume [veh/h] 2209318432Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 8443513705116Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.851.851.851.851.851.85Growth Rate 0.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 45619738163Base Volume Input [veh/h] Durston RoadDurston RoadFowler AvenueName volumes 157 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with EIntersection LOS 0.50d_I, Intersection Delay [s/veh] AADApproach LOS 0.380.0026.02d_A, Approach Delay [s/veh] 0.003.330.000.008.208.2095th-Percentile Queue Length [ft] 0.000.130.000.000.330.3395th-Percentile Queue Length [veh] AAAACEMovement LOS 0.009.330.000.0015.6943.71d_M, Delay for Movement [s/veh] 0.010.040.000.010.030.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 158 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.960Volume to Capacity (v/c): DLevel Of Service: 52.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 56: 54 - Cottonwood Road / Babcock Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.0050.00100.00100.00100.00210.00100.00210.00100.00100.00265.00Pocket Length [ft] 001000101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 148671604386136671735141467217249Total Analysis Volume [veh/h] 371740112134174343511754312Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 136621474079125621596130430199845Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.665.665.665.665.665.665.665.665.665.665.665.66Growth Rate 0.000.000.000.000.000.000.000.800.000.000.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 241126714221128223763538Base Volume Input [veh/h] Babcock StreetBabcock StreetCottonwood RoadCottonwood RoadName volumes 159 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 0260026008180818Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 030003000303003030Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 040080061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 115Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 160 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 255.21229.37148.42272.59524.25517.7692.061682.031436.9917.8895th-Percentile Queue Length [ft] 10.219.175.9410.9020.9720.713.6867.2857.480.7295th-Percentile Queue Length [veh] 153.59134.3382.46156.86367.13361.7951.151234.951095.809.9450th-Percentile Queue Length [ft] 6.145.373.306.2714.6914.472.0549.4043.830.4050th-Percentile Queue Length [veh] YesNoNoNoNoNoYesNoNoYesCritical Lane Group DEDFBBEFFBLane Group LOS 48.9365.9242.16137.7515.9115.5660.1786.4961.5412.68d, Delay for Lane Group [s/veh] 0.690.820.391.120.720.710.731.121.060.18X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.9313.350.7781.623.693.4821.9566.9942.041.44d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.190.190.110.150.500.500.500.500.500.50k, delay calibration 44.0052.5741.3956.1212.2312.0838.2219.5019.5011.24d1, Uniform Delay [s] 3091953281211244126119211751248273c, Capacity [veh/h] 16941281179411851861188523717781889359s, saturation flow rate [veh/h] 0.130.120.070.110.480.480.590.740.700.14(v / s)_i Volume / Saturation Flow Rate 0.180.180.180.180.670.670.730.660.660.73g / C, Green / Cycle 21212121777784767684g_i, Effective Green Time [s] 3.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CLCLCCLCCLLane Group Lane Group Calculations 161 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.16 42.16137.75 65.92 48.9348.9315.9112.68 71.33d_M, Delay for Movement [s/veh]15.7386.49 60.17 D DF DEDBEMovement LOS B BFE 91.22 56.18d_A, Approach Delay [s/veh]18.9672.90 F EApproach LOS E B 52.75d_I, Intersection Delay [s/veh] DIntersection LOS 0.960Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 162 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.999Volume to Capacity (v/c): ELevel Of Service: 69.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 58: 55 - 19th Avenue / Baxter Lane Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 175.00100.00150.00100.00100.00245.00100.00100.00300.00100.00100.00325.00Pocket Length [ft] 101001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Baxter LaneBaxter Lane19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 1000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 29438715017329913622114702372181821190Total Analysis Volume [veh/h] 74973843753455367595545547Total 15-Minute Volume [veh/h] 0.96000.96000.96000.96000.96000.96000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 28237114416628713021013942252071727180Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.641.641.641.641.641.641.641.641.641.641.641.64Growth Rate 0.601.803.401.004.601.301.601.102.202.701.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 17222688101175791288501371261053110Base Volume Input [veh/h] Baxter LaneBaxter Lane19th Avenue19th AvenueName volumes 163 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoMinimum Recall 1.03.01.00.03.01.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 13368041130761307815Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 303030030300303003030Maximum Green [s] 555055055055Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 147083061025Signal group OverlapPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 140Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 164 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 346.77572.26209.02813.57183.62933.61885.36335.791487.981387.78173.5795th-Percentile Queue Length [ft] 13.8722.898.3632.547.3437.3435.4113.4359.5255.516.9495th-Percentile Queue Length [veh] 224.03406.86119.41580.68102.01714.44672.68202.451123.781074.6496.4350th-Percentile Queue Length [ft] 8.9616.274.7823.234.0828.5826.918.1044.9542.993.8650th-Percentile Queue Length [veh] NoNoYesYesNoNoNoYesNoNoYesCritical Lane Group DEEFDDDFFFDLane Group LOS 42.7378.7567.14116.5847.3743.8439.21141.3986.4472.9653.81d, Delay for Lane Group [s/veh] 0.560.930.851.080.550.900.861.081.081.040.75X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.1825.3217.9464.588.3913.5610.0282.7052.9439.4618.24d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.380.190.490.500.500.500.500.500.500.50k, delay calibration 38.5553.4349.2052.0038.9930.2929.1958.6933.5033.5035.57d1, Uniform Delay [s] 529415176439249936980220945981254c, Capacity [veh/h] 160518661021170611941796187940618121881490s, saturation flow rate [veh/h] 0.180.210.150.280.110.470.450.580.560.540.39(v / s)_i Volume / Saturation Flow Rate 0.330.220.310.260.310.520.520.610.520.520.61g / C, Green / Cycle 4631443644737386737386g_i, Effective Green Time [s] 0.003.000.003.000.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLCLCCLCCLLane Group Lane Group Calculations 165 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 116.58 116.5847.37 67.14 42.7378.7543.8453.81 78.89d_M, Delay for Movement [s/veh]41.1786.44 141.39 F FD DEEDEMovement LOS D DFF 101.10 63.91d_A, Approach Delay [s/veh]53.8077.49 F EApproach LOS E D 69.88d_I, Intersection Delay [s/veh] EIntersection LOS 0.999Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 166 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.350Volume to Capacity (v/c): FLevel Of Service: 206.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 59: 56 - 7th Avenue / Baxter Lane Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00150.00100.00100.0080.00Pocket Length [ft] 000000001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach DrivewayBaxter Lane7th Avenue7th AvenueName Intersection Setup 0100Pedestrian Volume [ped/h] 29700466002921241153691222446Total Analysis Volume [veh/h] 740011700733103817305111Total 15-Minute Volume [veh/h] 1.00001.00001.00000.96001.00001.00000.97000.97000.97000.97000.97000.9700Other Adjustment Factor 0.92001.00001.00000.92001.00001.00000.92000.92000.92000.92000.92000.9200Peak Hour Factor 27300447002771177145651159423Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.451.001.001.451.001.001.451.451.451.451.451.45Growth Rate 0.002.002.001.602.002.002.100.800.000.001.601.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 188003080019181210045799292Base Volume Input [veh/h] DrivewayBaxter Lane7th Avenue7th AvenueName volumes 167 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with FIntersection LOS 34.44d_I, Intersection Delay [s/veh] DFACApproach LOS 31.86206.281.2920.97d_A, Approach Delay [s/veh] 134.600.000.00569.560.000.000.000.0028.690.000.00342.4095th-Percentile Queue Length [ft] 5.380.000.0022.780.000.000.000.001.150.000.0013.7095th-Percentile Queue Length [veh] DFAABAAFMovement LOS 31.860.000.00206.280.000.000.000.0014.190.000.0081.67d_M, Delay for Movement [s/veh] 0.710.000.001.350.000.000.000.010.280.000.011.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings 168 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.851Volume to Capacity (v/c): DLevel Of Service: 39.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 60: 57 - 7th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00215.00100.00100.00160.00100.00100.00100.00150.00100.00150.00Pocket Length [ft] 001001101101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street7th Avenue7th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 3074991962383463545629942942121225298Total Analysis Volume [veh/h] 7712549598788141249745330674Total 15-Minute Volume [veh/h] 1.00001.00001.00000.98000.98000.98001.03001.03001.03001.03001.03001.0300Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2824591802233253325028882631891094266Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.431.431.431.431.431.431.431.431.431.431.431.43Growth Rate 5.609.103.604.406.406.6010.0017.605.203.7021.705.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 197321126156227232351621184132765186Base Volume Input [veh/h] Oak StreetOak Street7th Avenue7th AvenueName volumes 169 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoNoNoMinimum Recall 3.03.01.03.03.01.03.03.01.03.03.01.0l2, Clearance Lost Time [s] 2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 10100101001010010100Pedestrian Clearance [s] 550550550550Walk [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 242415303021565616595919Split [s] 2.02.00.02.02.00.02.02.00.02.02.00.0All red [s] 3.03.03.03.03.03.03.03.03.03.03.03.0Amber [s] 454525454525909025909025Maximum Green [s] 1515815158303010303010Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,83,62,7Auxiliary Signal Groups 447883661225Signal group OverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 170 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 336.58319.55203.20228.06202.19441.35370.63461.42266.07125.17629.64219.1595th-Percentile Queue Length [ft] 13.4612.788.139.128.0917.6514.8318.4610.645.0125.198.7795th-Percentile Queue Length [veh] 216.05202.78115.19133.37114.46299.45242.85315.72161.7769.54454.77126.8150th-Percentile Queue Length [ft] 8.648.114.615.334.5811.989.7112.636.472.7818.195.0750th-Percentile Queue Length [veh] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group DECCDEBCEBDCLane Group LOS 42.7459.8933.5529.2542.3968.8217.2433.1260.3412.1642.1530.41d, Delay for Lane Group [s/veh] 0.650.950.470.400.490.930.620.760.890.230.920.70X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.839.852.922.060.5231.493.154.0827.960.5811.289.38d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.390.500.110.500.500.500.500.500.500.50k, delay calibration 35.9150.0330.6227.1941.8637.3314.0929.0432.3811.5830.8721.02d1, Uniform Delay [s] 47252541758970838190913153319211338424c, Capacity [veh/h] 1529331612531547340012561468307669615572973826s, saturation flow rate [veh/h] 0.200.150.160.150.100.280.380.320.420.140.410.36(v / s)_i Volume / Saturation Flow Rate 0.310.160.330.380.210.330.620.430.580.590.450.58g / C, Green / Cycle 371940462540745170715470g_i, Effective Green Time [s] 0.003.000.000.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.003.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] RCLRCLRCLRCLLane Group Lane Group Calculations 171 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 42.39 29.2568.82 33.55 42.7459.8917.2430.41 42.15d_M, Delay for Movement [s/veh]33.1212.16 60.34 D CE DCEBDMovement LOS C CBE 49.03 49.48d_A, Approach Delay [s/veh]32.6236.47 D DApproach LOS D C 39.67d_I, Intersection Delay [s/veh] DIntersection LOS 0.851Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 172 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.698Volume to Capacity (v/c): CLevel Of Service: 22.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 61: 58 - 15th Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00120.00100.00100.00105.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street15th Avenue15th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 10152110115010441622161817222398Total Analysis Volume [veh/h] 23802538261454543599Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 91428951419801520151715820366Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.861.861.861.861.861.861.861.861.861.861.861.86Growth Rate 20.001.300.000.002.100.000.000.0011.102.400.001.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 57685176527811898511197Base Volume Input [veh/h] Oak StreetOak Street15th Avenue15th AvenueName volumes 173 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0520052003800380Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 040080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 174 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 480.90480.8597.68331.30341.9214.7023.4913.62135.24339.2195th-Percentile Queue Length [ft] 19.2419.233.9113.2513.680.590.940.545.4113.5795th-Percentile Queue Length [veh] 331.58331.5554.27211.93220.238.1713.057.5775.13218.1150th-Percentile Queue Length [ft] 13.2613.262.178.488.810.330.520.303.018.7250th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoNoYesCritical Lane Group CCCBBDBCCCLane Group LOS 22.6622.6034.9117.4417.3435.2217.8624.0920.9234.67d, Delay for Lane Group [s/veh] 0.800.800.520.650.640.120.060.050.310.71X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 4.314.272.111.281.210.430.170.231.307.63d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.290.290.110.180.180.110.500.500.500.50k, delay calibration 18.3518.3432.8016.1516.1334.7917.7023.8519.6227.04d1, Uniform Delay [s] 953955195906947129655382624557c, Capacity [veh/h] 18711876476178018613451724108716431378s, saturation flow rate [veh/h] 0.410.410.210.330.330.050.020.020.120.29(v / s)_i Volume / Saturation Flow Rate 0.510.510.510.510.510.510.380.380.380.38g / C, Green / Cycle 46464646464634343434g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCLCLCLLane Group Lane Group Calculations 175 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 17.38 17.4435.22 34.91 22.6622.6317.8634.67 20.92d_M, Delay for Movement [s/veh]17.8620.92 24.09 B BD CCCBCMovement LOS C BCC 17.62 23.39d_A, Approach Delay [s/veh]19.8630.16 B CApproach LOS C B 22.48d_I, Intersection Delay [s/veh] CIntersection LOS 0.698Intersection V/C ----------------Ring 4 ----------------Ring 3 --------------86Ring 2 --------------42Ring 1 Sequence 176 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 65.597Volume to Capacity (v/c): FLevel Of Service: 321.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 62: 59 - 27th Avenue / Oak Street Intersection Level Of Service Report NoYesNoYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Oak StreetOak Street27th Avenue27th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 33625164839814481473173129123320818Total Analysis Volume [veh/h] 84629121243623779782358525Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 30923154449013321352922878421419117Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 5.625.625.625.625.625.625.625.625.625.625.625.62Growth Rate 0.000.001.300.000.800.000.000.000.000.002.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5541279162372452511538343Base Volume Input [veh/h] Oak StreetOak Street27th Avenue27th AvenueName volumes 177 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0700070002000200Split [s] 0.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s] 0300030003000300Maximum Green [s] 050050050050Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 047080060020Signal group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 178 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1280.151111.332272.582198.85493.91545.731680.66259.58454.6995th-Percentile Queue Length [ft] 51.2144.4590.9087.9519.7621.8367.2310.3818.1995th-Percentile Queue Length [veh] 941.69836.001262.551507.46274.40352.371031.87156.88280.0150th-Percentile Queue Length [ft] 37.6733.4450.5060.3010.9814.0941.276.2811.2050th-Percentile Queue Length [veh] NoNoNoNoYesNoYesNoNoCritical Lane Group FFFFFFFEFLane Group LOS 62.8147.611746.37137.07449.27148.471529.4755.08174.45d, Delay for Lane Group [s/veh] 1.081.044.731.261.801.184.260.871.22X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 50.3135.111702.00124.57404.28110.971489.4218.56138.30d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.490.500.280.50k, delay calibration 12.5012.5044.3612.5044.9837.5040.0536.5236.15d1, Uniform Delay [s] 1317137210212258226995269185c, Capacity [veh/h] 182419003361696216152741615851s, saturation flow rate [veh/h] 0.780.751.440.9164.130.201.470.140.27(v / s)_i Volume / Saturation Flow Rate 0.720.720.720.720.720.170.170.170.17g / C, Green / Cycle 656565656515151515g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CCLCCRCRCLane Group Lane Group Calculations 179 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 137.07 137.07449.27 1746.37 62.8154.19148.47174.45 174.45d_M, Delay for Movement [s/veh]1529.4755.08 1529.47 F FF EFDFFMovement LOS F FEF 164.17 300.13d_A, Approach Delay [s/veh]921.45113.85 F FApproach LOS F F 321.35d_I, Intersection Delay [s/veh] FIntersection LOS 65.597Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------4-2Ring 1 Sequence 180 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.649Volume to Capacity (v/c): BLevel Of Service: 16.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 64: 61 - Rouse Avenue / Oak Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00190.00100.00100.00100.00100.0090.00100.00100.00210.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Birch StreetOak StreetRouse AvenueRouse AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 200261019227567220549350Total Analysis Volume [veh/h] 10065048691681013788Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 200240017725863120515329Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.511.511.511.511.511.511.511.511.511.511.511.51Growth Rate 0.000.000.006.300.001.700.001.200.000.001.200.50Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 100159011717141810341218Base Volume Input [veh/h] Birch StreetOak StreetRouse AvenueRouse AvenueName volumes 181 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.03.00.03.03.00.00.03.00.00.03.01.0l2, Clearance Lost Time [s] 0.02.00.02.02.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] 01001010001000100Pedestrian Clearance [s] 050550050050Walk [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Vehicle Extension [s] 020020200058007012Split [s] 0.02.00.02.02.00.00.02.00.00.02.00.0All red [s] 0.03.00.03.03.00.00.03.00.00.03.03.0Amber [s] 030030300030003030Maximum Green [s] 050550050055Minimum Green [s] -----------LeadLead / Lag 5,8Auxiliary Signal Groups 040880060025Signal group PermissPermissPermissOverlapPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings 182 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 1.65224.85187.04123.46356.381.13166.89122.9495th-Percentile Queue Length [ft] 0.078.997.484.9414.260.056.684.9295th-Percentile Queue Length [veh] 0.92131.00103.9168.59231.590.6392.7268.3050th-Percentile Queue Length [ft] 0.045.244.162.749.260.033.712.7350th-Percentile Queue Length [veh] NoYesNoNoYesNoNoYesCritical Lane Group CCDBBBABLane Group LOS 31.3131.3138.1610.3716.3014.516.3417.28d, Delay for Lane Group [s/veh] 0.010.590.570.320.680.000.450.66X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.015.762.950.993.670.021.206.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.500.210.500.500.500.500.50k, delay calibration 31.3025.5535.229.3812.6314.495.1411.07d1, Uniform Delay [s] 2684413358569954201220533c, Capacity [veh/h] 136713671531145416907851690839s, saturation flow rate [veh/h] 0.000.190.130.190.400.000.320.42(v / s)_i Volume / Saturation Flow Rate 0.170.320.170.590.590.590.720.72g / C, Green / Cycle 1529155353536565g_i, Effective Green Time [s] 3.000.003.003.003.003.003.000.00l2, Clearance Lost Time [s] 2.000.002.000.000.002.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.003.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] CRCRCLCLLane Group Lane Group Calculations 183 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 38.16 31.3138.16 31.31 31.3131.3110.3717.28 6.34d_M, Delay for Movement [s/veh]16.306.34 14.51 D CD CCCBAMovement LOS B BAB 34.21 31.31d_A, Approach Delay [s/veh]14.5810.60 C CApproach LOS B B 16.90d_I, Intersection Delay [s/veh] BIntersection LOS 0.649Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------42-Ring 1 Sequence 184 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.915Volume to Capacity (v/c): DLevel Of Service: 42.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 65: 62 - 19th Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 135.00100.00135.00150.00100.00150.00100.00100.00350.00300.00100.00350.00Pocket Length [ft] 101101001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 8572951947451021558157442950211Total Analysis Volume [veh/h] 214713012112641451431071253Total 15-Minute Volume [veh/h] 0.96000.96000.96001.00001.00001.00000.96000.96000.96000.96000.96000.9600Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 821284974341941455755041148111Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.781.781.781.781.781.781.781.781.781.781.781.78Growth Rate 0.700.001.100.004.300.000.001.006.501.300.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4611627924235383133092312706Base Volume Input [veh/h] Kagy BoulevardKagy Boulevard19th Avenue19th AvenueName volumes 185 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoMinimum Recall 3.03.00.00.03.00.00.03.01.00.03.01.0l2, Clearance Lost Time [s] 2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] 10100010001000100Pedestrian Clearance [s] 550050050050Walk [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 616100610071330468Split [s] 2.02.00.00.02.00.00.02.00.00.02.00.0All red [s] 3.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 3030003000303003030Maximum Green [s] 550050055055Minimum Green [s] --------Lead--LeadLead / Lag 1,4Auxiliary Signal Groups 440080061025Signal group OverlapPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern IsolatedCoordination Type 140Cycle Length [s] 2 - 19th CoordinationSignal Coordination Group NoLocated in CBD Intersection Settings 186 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 738.2027.29724.4444.9342.78106.80255.71257.37602.87617.19296.828.2595th-Percentile Queue Length [ft] 29.531.0928.981.801.714.2710.2310.2924.1124.6911.870.3395th-Percentile Queue Length [veh] 546.5015.16534.8124.9623.7759.33153.96155.21432.36444.34185.224.5850th-Percentile Queue Length [ft] 21.860.6121.391.000.952.376.166.2117.2917.777.410.1850th-Percentile Queue Length [veh] YesNoNoNoNoNoNoNoYesYesNoNoCritical Lane Group CCECCCCCDEDBLane Group LOS 25.7325.6166.1526.0025.8729.5022.2422.2350.6073.5342.2416.43d, Delay for Lane Group [s/veh] 0.820.040.930.070.060.180.320.320.930.920.480.02X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.310.0221.470.050.040.140.930.9222.7925.641.550.10d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.110.420.110.110.110.500.500.500.500.500.50k, delay calibration 18.4225.5944.6825.9625.8429.3521.3221.3127.8047.8940.6916.34d1, Uniform Delay [s] 10427605586467295799219296164671052456c, Capacity [veh/h] 16041900136816151822140318651881120915943592872s, saturation flow rate [veh/h] 0.530.020.380.030.020.070.160.160.470.270.140.01(v / s)_i Volume / Saturation Flow Rate 0.650.400.400.400.400.400.490.490.530.290.290.53g / C, Green / Cycle 915656565656696974414174g_i, Effective Green Time [s] 0.003.003.003.003.003.003.003.000.003.003.000.00l2, Clearance Lost Time [s] 0.000.002.000.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 3.005.005.005.005.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] RCLRCLCCLRCLLane Group Lane Group Calculations 187 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 25.87 26.0029.50 66.15 25.7325.6122.2416.43 42.24d_M, Delay for Movement [s/veh]22.2473.53 50.60 C CC CECCDMovement LOS B CED 27.81 40.66d_A, Approach Delay [s/veh]36.1556.19 C DApproach LOS E D 42.51d_I, Intersection Delay [s/veh] DIntersection LOS 0.915Intersection V/C ----------------Ring 4 ----------------Ring 3 -------------865Ring 2 -------------421Ring 1 Sequence 188 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0.564Volume to Capacity (v/c): CLevel Of Service: 30.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: SignalizedControl Type: Intersection 66: 63 - Willson Avenue / Kagy Boulevard Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00160.00110.00100.00350.00100.00100.00325.00100.00100.00170.00Pocket Length [ft] 001101001001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundWestboundEastboundApproach Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000Pedestrian Volume [ped/h] 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1384381473125031649327516983195186Total Analysis Volume [veh/h] 35109377812641236942214947Total 15-Minute Volume [veh/h] 0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1304111382934721548725815978183175Total Hourly Volume [veh/h] 000000000000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.131.131.131.131.131.131.131.131.131.131.131.13Growth Rate 0.000.300.000.400.200.000.000.403.500.000.601.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1153641222594181367722814169162155Base Volume Input [veh/h] Willson Avenue3rd AvenueKagy BoulevardKagy BoulevardName volumes 189 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoNoNoMinimum Recall 0.03.01.00.03.01.01.03.01.03.03.01.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] 01000100010010100Pedestrian Clearance [s] 050050050550Walk [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 03011027811981493939Split [s] 0.02.00.00.02.00.00.02.00.02.02.00.0All red [s] 0.03.03.00.03.03.03.03.03.03.03.03.0Amber [s] 0303003030303030303030Maximum Green [s] 055055555555Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag 1,45,8Auxiliary Signal Groups 061025147883Signal group PermissPermissProtectePermissPermissProtecteOverlapPermissProtecteOverlapPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 145Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 190 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with 485.55101.49264.33421.53117.21107.79341.18204.44105.12258.38240.7995th-Percentile Queue Length [ft] 19.424.0610.5716.864.694.3113.658.184.2010.349.6395th-Percentile Queue Length [veh] 335.3856.38160.46283.4765.1259.88219.65116.0958.40155.97142.8050th-Percentile Queue Length [ft] 13.422.266.4211.342.602.408.794.642.346.245.7150th-Percentile Queue Length [veh] YesNoNoNoYesNoYesNoNoNoYesCritical Lane Group CBCCBCDDDDDLane Group LOS 23.5715.8120.6323.0718.2333.2947.3538.2438.7649.1751.94d, Delay for Lane Group [s/veh] 0.570.280.360.500.360.170.560.430.170.460.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 2.371.301.181.732.190.560.990.740.790.767.21d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.500.440.110.110.500.110.50k, delay calibration 21.2014.5119.4521.3416.0432.7346.3637.5037.9648.4044.73d1, Uniform Delay [s] 10055308611014457562493393477427324c, Capacity [veh/h] 181799816091896916161518921315161518891209s, saturation flow rate [veh/h] 0.320.150.190.270.180.060.150.130.050.100.15(v / s)_i Volume / Saturation Flow Rate 0.550.610.530.530.610.350.260.320.300.230.32g / C, Green / Cycle 8088787888503847433347g_i, Effective Green Time [s] 3.000.003.003.000.000.003.000.000.003.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.003.005.005.003.005.005.00L, Total Lost Time per Cycle [s] CLRCLRCLRCLLane Group Lane Group Calculations 191 4/1/2016 Scenario 4: 4: Projected - PM Bozeman TMPRobert Peccia and Associates Version 4.00-00 Generated with Movement, Approach, & Intersection Results 23.07 20.6318.23 15.81 23.5723.5733.2951.94 49.17d_M, Delay for Movement [s/veh]47.3538.76 38.24 C CB CBCCDMovement LOS D DDD 21.48 21.99d_A, Approach Delay [s/veh]42.0548.41 C CApproach LOS D D 30.33d_I, Intersection Delay [s/veh] CIntersection LOS 0.564Intersection V/C ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence 192 4/1/2016 LEVEL OF SERVICE Site: 11th Avenue/College Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS F C B D F Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: 11th Avenue/College Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: 11th Avenue 3 L2 245 1.2 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.8 8 T1 407 0.7 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.8 18 R2 358 1.2 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.7 Approach 1010 1.0 1.383 198.5 LOS F 99.5 2506.4 1.00 6.38 7.8 East: College Street 1 L2 131 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 21.1 6 T1 310 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 20.9 16 R2 122 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 20.6 Approach 563 0.0 0.699 17.7 LOS C 4.9 122.2 0.76 0.91 20.9 North: 11th Avenue 7 L2 114 0.0 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 22.0 4 T1 227 0.0 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 21.8 14 R2 105 1.4 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 21.4 Approach 447 0.3 0.565 13.1 LOS B 3.0 76.3 0.67 0.75 21.8 West: College Street 5 L2 126 0.0 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.7 2 T1 468 1.3 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.6 12 R2 196 0.0 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.3 Approach 790 0.8 0.894 31.7 LOS D 12.1 304.0 0.99 1.36 18.5 All Vehicles 2810 0.6 1.383 85.9 LOS F 99.5 2506.4 0.90 2.98 12.8 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:48 PMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Harper Puckett Road/Baxter Lane - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS B F A D E Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 11:21:49 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Harper Puckett Road/Baxter Lane - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Cottonwood Road 3 L2 267 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 29.8 8 T1 130 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 30.0 18 R2 347 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 30.2 Approach 745 0.0 0.531 13.4 LOS B 2.6 64.4 0.68 0.74 30.0 East: Baxter Lane 1 L2 239 0.0 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.9 6 T1 516 3.7 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.8 16 R2 217 7.1 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.6 Approach 972 3.6 1.080 74.6 LOS F 40.9 1050.7 1.00 2.27 16.8 North: Harper Puckett Road 7 L2 150 5.3 0.263 9.9 LOS A 0.8 21.4 0.61 0.61 30.5 4 T1 57 0.0 0.146 7.8 LOS A 0.5 11.3 0.57 0.57 33.8 14 R2 31 0.0 0.146 7.8 LOS A 0.5 11.3 0.57 0.57 32.8 Approach 237 3.3 0.263 9.1 LOS A 0.8 21.4 0.59 0.60 31.5 West: Baxter Lane 5 L2 48 0.0 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 26.0 2 T1 564 1.7 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 25.9 12 R2 200 0.0 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 25.3 Approach 812 1.2 0.874 28.2 LOS D 10.7 269.2 0.94 1.13 25.7 All Vehicles 2765 1.9 1.080 38.9 LOS E 40.9 1050.7 0.86 1.38 22.7 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 11:21:49 AMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Flanders Mill Road/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS C B C C Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:37 AMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Flanders Mill Road/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Durston Road 6 T1 778 0.6 0.799 18.7 LOS C 9.3 235.0 0.74 0.62 20.9 16 R2 107 1.6 0.799 18.7 LOS C 9.3 235.0 0.74 0.62 20.6 Approach 886 0.7 0.799 18.7 LOS C 9.3 235.0 0.74 0.62 20.9 North: Flanders Mill Road 7 L2 72 0.0 0.389 10.3 LOS B 1.6 38.8 0.61 0.65 22.5 14 R2 200 0.0 0.389 10.3 LOS B 1.6 38.8 0.61 0.65 22.0 Approach 272 0.0 0.389 10.3 LOS B 1.6 38.8 0.61 0.65 22.1 West: Durston Road 5 L2 182 0.0 0.760 15.5 LOS C 7.9 199.0 0.48 0.25 21.6 2 T1 739 0.5 0.760 15.5 LOS C 7.9 199.0 0.48 0.25 21.4 Approach 920 0.4 0.760 15.5 LOS C 7.9 199.0 0.48 0.25 21.5 All Vehicles 2078 0.5 0.799 16.2 LOS C 9.3 235.0 0.61 0.46 21.3 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:48:37 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Ferguson Avenue/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes South East North West Intersection LOS D E E C E Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:51 PM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Ferguson Avenue/Durston Road - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Ferguson Avenue 3 L2 250 0.8 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.7 8 T1 336 1.8 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.7 18 R2 141 0.0 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.3 Approach 727 1.1 0.876 30.7 LOS D 10.2 257.3 0.95 1.22 22.6 East: Durston Road 1 L2 160 0.0 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.3 6 T1 428 0.5 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.3 16 R2 18 0.0 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.1 Approach 606 0.4 0.945 48.4 LOS E 11.9 297.3 0.96 1.50 19.3 North: Ferguson Avenue 7 L2 6 0.0 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 19.2 4 T1 313 0.6 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 19.2 14 R2 315 0.6 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 18.9 Approach 635 0.6 0.956 49.7 LOS E 13.1 329.8 0.98 1.56 19.1 West: Durston Road 5 L2 293 1.3 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 24.2 2 T1 246 0.0 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 24.2 12 R2 186 0.0 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 23.8 Approach 725 0.5 0.824 24.2 LOS C 8.5 214.0 0.89 1.06 24.1 All Vehicles 2692 0.7 0.956 37.4 LOS E 13.1 329.8 0.94 1.32 21.2 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Wednesday, March 30, 2016 4:29:51 PMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 LEVEL OF SERVICE Site: Davis Lane / Oak Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years All Movement Classes East North West Intersection LOS F A F F Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 2010). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:51 AMProject: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6 MOVEMENT SUMMARY Site: Davis Lane / Oak Street - 2040 PM Roundabout Design Life Analysis (Final Year): Results for 25 years Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph East: Oak Street 6 T1 1500 0.0 1.661 316.2 LOS F 205.2 5129.9 1.00 6.70 6.0 16 R2 466 0.3 0.279 0.0 LOS A 0.0 0.0 0.00 0.00 33.7 Approach 1967 0.1 1.661 241.2 LOS F 205.2 5129.9 0.76 5.11 7.4 North: Davis Lane 7 L2 356 0.0 0.559 15.4 LOS C 2.7 67.6 0.71 0.79 26.7 14 R2 856 1.1 0.517 0.1 LOS A 0.0 0.0 0.00 0.00 33.7 Approach 1212 0.8 0.559 4.6 LOS A 2.7 67.6 0.21 0.23 31.2 West: Oak Street 5 L2 779 4.9 1.800 377.0 LOS F 260.3 6652.6 1.00 7.12 5.2 2 T1 928 1.0 1.800 377.0 LOS F 260.3 6652.6 1.00 7.12 5.2 Approach 1707 2.8 1.800 377.0 LOS F 260.3 6652.6 1.00 7.12 5.2 All Vehicles 4886 1.2 1.800 230.0 LOS F 260.3 6652.6 0.71 4.60 7.7 Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 2010). Roundabout Capacity Model: US HCM 2010. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: ROBERT PECCIA AND ASSOCIATES | Processed: Friday, April 01, 2016 10:58:51 AM Project: F:\trans\15602_000_Bozeman_TransPlan\DATA\TRAFFIC_COUNTS\Projected_LOS_Roundabouts.sip6