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2880 Technology Boulevard West • Bozeman, MT 59718 (406) 587-0721 • www.m-m.net Traffic Impact Study Bozeman East Mixed-Use Development Bozeman, Gallatin County, Montana May 2019 Prepared For: Farran Realty Partners 101 East Front Street, Suite 304 Missoula, MT 59802 MMI Project No. 3959.022 Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana Table of Contents | i Table of Contents Purpose of Report and Study Objectives ................................... 1 Proposed Development ........................ 1 Location .......................................................... 1 Development Description ................................ 1 Development Horizon ...................................... 1 Existing Area Conditions ...................... 4 Study Area ...................................................... 4 Area of Influence ............................................... 4 Study Area Land Use ........................................ 4 Site Accessibility ............................................. 4 Transportation Network .................................... 4 Study Area Roadways ............................... 4 Study Area Intersections............................ 5 Study Area Roadways ...................................... 5 North 11th Avenue ...................................... 5 North 15th Avenue ...................................... 5 North 19th Avenue ...................................... 6 Baxter Lane ............................................... 6 Tschache Lane .......................................... 6 West Oak Street ........................................ 6 Study Area Intersections................................... 7 Traffic Volumes ............................................... 11 Transit Service ................................................ 11 Pedestrians & Bicyclists.................................. 11 Existing Trails & Sidewalks ...................... 11 Proposed Trails & Sidewalks ................... 13 Forecast Traffic Volumes ................... 13 Site Traffic ..................................................... 13 Development Trip Generation ........................ 13 Development Trip Distribution ........................ 15 Trip Assignment .............................................. 16 Non-Site Traffic ............................................. 16 Build-Up Method ............................................. 16 Growth Rate Method Non-Site Traffic Projections ...................................................... 18 Estimated Volumes ......................................... 18 Transportation Analyses .................... 18 Methodologies .............................................. 18 Study Scenarios ............................................. 18 Analysis Methodologies ................................. 22 Signalized Intersection Analyses ............ 22 Two-Way Stop-Controlled (TWSC) Intersections .............................. 22 Assumed Improvements ............................... 23 Capacity & Level of Service Analyses ........... 23 Improvement Analyses ...................... 23 Applicable Local Codes ................................ 23 Improvements to Accommodate Forecast Traffic Volumes............................................. 23 North 19th Avenue & Baxter Lane ................. 43 North 19th Avenue & West Oak Street .......... 43 West Oak Street & North 14th Avenue Plus North 11th Avenue ................................. 44 Findings ............................................... 44 Assumed Improvements ............................... 45 Traffic Operations ......................................... 45 Improvement Recommendations .................. 45 West Oak Street & North 14th Avenue Plus North 11th Avenue ................................. 45 North 19th Avenue & Baxter Lane Plus West Oak Street ..................................... 46 Site Accessibility ........................................... 46 Transit Service.............................................. 47 Pedestrian & Bicyclist Connectivity ............... 47 Conclusions & Recommendations ... 47 References ........................................... 48 Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana ii | Table of Contents Appendices Appendix A Level of Service Concepts, Analysis Methodologies, & Standards of Significance Appendix B Traffic Count Data Appendix C Trip Generation Analyses Appendix D Capacity & Level of Service Analyses D-1: 2018 Existing Conditions D-2: Estimated 2022 Background Traffic D-3: Estimated 2022 Total Traffic Appendix E Mitigation Analyses Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana List of Figures | iii List of Figures Figure 1: Site Location ........................................................................................................................ 2 Figure 2: Preliminary Site Layout ....................................................................................................... 3 Figure 3: 2018 Current Daily Traffic .................................................................................................. 12 Figure 4: Primary Trip Distribution ................................................................................................... 15 Figure 5: Development Traffic Assignment ..................................................................................... 17 Figure 6: Estimated Non-Site Traffic Growth 2018-2022 ................................................................. 19 Figure 7: Estimated 2022 Background Traffic ................................................................................. 20 Figure 8: Estimated 2022 Total Traffic.............................................................................................. 21 Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana iv | List of Tables List of Tables Table 1: Estimated Bozeman East Mixed-Use Development Trip Generation Summary .............. 14 Table 2: Weekday, AM Peak Hour Intersection Operations Summary for North 19th Avenue & Baxter Lane .................................................................................................... 24 Table 2: Weekday, PM Peak Hour Intersection Operations Summary for North 19th Avenue & Baxter Lane .................................................................................................... 25 Table 4: Weekday, AM Peak Hour Intersection Operations Summary for North 19th Avenue & Tschache Lane ............................................................................................... 26 Table 5: Weekday, PM Peak Hour Intersection Operations Summary for North 19th Avenue & Tschache Lane ............................................................................................... 27 Table 6: Weekday, AM Peak Hour Intersection Operations Summary for North 19th Avenue & West Oak Street ............................................................................................. 28 Table 7: Weekday, PM Peak Hour Intersection Operations Summary for North 19th Avenue & West Oak Street ............................................................................................. 29 Table 8: Weekday, AM Peak Hour Intersection Operations Summary for West Oak Street & North 15th Avenue ............................................................................................. 30 Table 9: Weekday, PM Peak Hour Intersection Operations Summary for West Oak Street & North 15th Avenue ............................................................................................. 31 Table 10: Weekday, AM Peak Hour Intersection Operations Summary for West Oak Street & North 14th Avenue ............................................................................................. 32 Table 11: Weekday, PM Peak Hour Intersection Operations Summary for West Oak Street & North 14th Avenue ............................................................................................. 33 Table 12: Weekday, AM Peak Hour Intersection Operations Summary for West Oak Street & North 11th Avenue ............................................................................................. 34 Table 12: Weekday, PM Peak Hour Intersection Operations Summary for West Oak Street & North 11th Avenue ............................................................................................. 35 Table 14: Weekday, AM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site West Access ................................... 36 Table 15: Weekday, PM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site West Access ................................... 36 Table 16: Weekday, AM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site East Access .................................... 37 Table 17: Weekday, PM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site East Access .................................... 37 Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana List of Tables | v Table 18: Weekday, AM Peak Hour Intersection Operations Summary for Tschache Lane & Sacco Drive .......................................................................................................... 38 Table 19: Weekday, PM Peak Hour Intersection Operations Summary for Tschache Lane & Sacco Drive .......................................................................................................... 38 Table 20: Weekday, AM Peak Hour Intersection Operations Summary for Baxter Lane & Boothill Court ............................................................................................................ 39 Table 21: Weekday, PM Peak Hour Intersection Operations Summary for Baxter Lane & Boothill Court ............................................................................................................ 39 Table 22: Weekday, AM Peak Hour Intersection Operations Summary for Baxter Lane & Sacco Drive ............................................................................................................... 40 Table 23: Weekday, PM Peak Hour Intersection Operations Summary for Baxter Lane & Sacco Drive ............................................................................................................... 41 Table 24: Weekday, AM Peak Hour Intersection Operations Summary for Baxter Lane & North 11th Avenue .................................................................................................... 42 Table 25: Weekday, PM Peak Hour Intersection Operations Summary for Baxter Lane & North 11th Avenue .................................................................................................... 42 Traffic Impact Study for Bozeman East Mixed-Use Development Bozeman, Gallatin County, Montana Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 1 Purpose of Report and Study Objectives This traffic impact study summarizes the potential impacts from the proposed Bozeman East Mixed-Use development in Bozeman, Gallatin County, Montana. The information presented in this report is intended to evaluate the safety and operational aspects of the transportation system in the area of the proposed development under existing and forecast conditions. Study recommendations and conclusions are intended to provide guidance with respect to the short- and long term function of the proposed site accesses and the area transportation system. Proposed Development Location The proposed Bozeman East Mixed-Use project is located in Bozeman, Gallatin County, Montana on Lot 5 of the Bridger Peaks Village Subdivision in the northwest quarter of Section 1, Township 2 South, Range 5 East, Principal Meridian of Montana. Generally, the property is bordered by Tschache Lane to the north, Bridger Peak Town Center to the west and south, and the N. 15th Avenue easement to the east. The site location is depicted in Figure 1 on the following page. Development Description The proposed development will consist of approximately 305 residential apartment units located in four buildings. The project site plan proposes two mixed-use buildings along Tschache Lane with the first floor having commercial uses and the second and third floors including residential apartments. The mixed-use buildings will be designed in a commercial manner including pedestrian access to entrances, storefront facades, etc. There are two four-story apartment buildings planned for the southern portion of the site. Access to and from the site includes two primary accesses from Tschache Lane; one fire access to the south from the adjacent development and pedestrian access to and from Patrick Street & North 15th Avenue on the east side of the proposed development. The preliminarily proposed site layout is shown in Figure 2 on page 3. Development Horizon It is anticipated that the proposed Bozeman East Mixed-Use development will be fully developed and occupied by the year 2022. Therefore, this study will assess any impacts this development may have on the area transportation system within this timeframe. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 2 Figure 1: Site Location Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 3 Figure 2: Preliminary Site Layout Zoning The existing zoning for the proposed development is B-2 per the City of Bozeman. The Bozeman Unified Development Code indicates that the B-2 zone “is to provide for a broad range of mutually supportive retail and service functions located in clustered areas bordered on one or more sides by limited access arterial streets.” Additionally, apartments and commercial uses are allowed within the B-2 zone. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 4 Existing Area Conditions Study Area Area of Influence The transportation impacts from a development are largely dependent on its location and size as well as the characteristics of the surrounding transportation system. The significant impacts to the adjacent transportation system will generally be within a limited area from the site. The proposed Bozeman East Mixed-Use development is not significantly large in size from a traffic generation standpoint, having fewer than 200 estimated trips during both the weekday AM and PM peak hours. Therefore, it is not anticipated that the development would have significant impacts beyond the proposed site accesses and key intersections within proximity to the proposed project. Study Area Land Use Presently, the proposed site is vacant. As stated previously, the site is bordered by Tschache Lane to the north with the Bridger Peaks Town Center bordering the development on the west and south. The site is located centric to a large B-2 zone and commercial center of west Bozeman with known and speculated future land uses to include commercial and multifamily. To this end, the proposed Bozeman East Mixed-Use development compliments the current and anticipated character of the area. Site Accessibility Transportation Network As stated previously, the study area for the proposed Bozeman East Mixed-Use development will focus on key intersections within proximity to the proposed site. The primary roadways and intersections included within this study are noted on this and the following pages. Study Area Roadways North 11th Avenue North 15th Avenue North 19th Avenue Baxter Lane Tschache Lane West Oak Street Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 5 Study Area Intersections North 19th Avenue & Baxter Lane North 19th Avenue & Tschache Lane North 19th Avenue & West Oak Street Baxter Lane & Boothill Court Baxter Lane & Sacco Drive Baxter Lane & North 11th Avenue Tschache Lane & Bridge Peaks Town Center West Access Tschache Lane & Bridge Peaks Town Center East Access Tschache Lane & Sacco Drive – Project Access West Tschache Lane & Project Access East West Oak Street & North 15th Avenue West Oak Street & North 14th Avenue West Oak Street & North 11th Avenue Study Area Roadways North 11th Avenue North 11th Avenue is classified as a collector by the 2017 Bozeman Transportation Master Plan (Bozeman TMP). Presently, the roadway extends 0.45 miles from Baxter Lane to just beyond West Oak Street, but future extensions are expected with development. This is a 38-foot wide, two-lane street with curb, gutter, and separated sidewalk being extended with the development of adjacent properties. The Bozeman TMP does not highlight current count data; however, 2,000 to 2,300 average daily traffic (ADT) is estimated from turning movement counts. North 15th Avenue North 15th Avenue is classified as a collector by the Bozeman TMP. The street extends approximately 1.13 miles from Patrick Street to West Main Street. Future extensions of the roadway are expected. Presently, this is a 36-foot wide street within the study area and has two vehicle travel lanes and bike lanes with curb, gutter, and separated sidewalk fronting developed properties. The posted speed limit is 25 mph. An estimated 2,800 ADT is estimated along the corridor, as the Bozeman TMP does not highlight current traffic counts. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 6 North 19th Avenue North 19th Avenue is a principal arterial supporting 25,000 ADT according to the Bozeman TMP. The arterial extends as just over four miles between Interstate 90 and West Kagy Avenue, changing to South 19th Avenue where it crosses West Main Street. The core cross-section is about 80 feet and includes paved shoulders, two northbound and two southbound vehicle travel lanes, and a center lane used for left-turn lanes at intersections and major access points. This is a limited access corridor with driveways located only at major commercial and residential centers, such as the Bridger Peaks Town Center. Even then, most of these driveways have some level of left-turn restriction enforced. The posted speed limit is 40 mph within the study area. Baxter Lane Within the project study area, Baxter Lane is a collector per the Bozeman TMP supporting 7,700 ADT. The roadway has a 42-foot cross section from North 19th Avenue just east of Sacco Drive, comprised of eastbound and westbound vehicle travel lanes, bike lanes, and a two-way left-turn (TWLT). Curb, gutter, and separated sidewalk are aligned along the street within this area. East of Sacco Drive, the roadway is 30-feet wide with two vehicle travel lanes and paved shoulders to nearly North 11th Avenue; at which point, the center turn lane is gained again. The posted speed limit is 35 mph from North 19th Avenue to Sacco Drive, and then 45 mph through the rest of the study area. This roadway extends over four miles between the western City limits and North 7th Avenue. Tschache Lane Tschache Lane extends about 1.45 miles from Caspian Avenue to just beyond Sacco Drive. The roadway will be extended to the east and west with future land use development. Within the study area, Tschache Lane is proposed to be extended as a 32-foot roadway with curb, gutter, and separated sidewalk with the future development of the PT Land Subdivision. No counts are available with the Bozeman TMP, but due to the Bridger Peaks Town Center and Lowe’s sites, up to 4,500 ADT is estimated near North 19th Avenue. This drops down to less than 500 ADT past the commercial driveways near Sacco Drive. The speed limit of this roadway is 25 mph per Municipal Code. West Oak Street West Oak Street is classified as a principal arterial per the Bozeman TMP that supports nearly 16,000 ADT within the study area. West Oak Street extends over three miles between Ferguson Avenue and North Rouse Avenue. The cross-section is five lanes within 80 feet between North 19th Avenue and North 7th Avenue with two eastbound lanes, two westbound lanes, and a TWLT lane. Bicycle lanes, curb, gutter, and sidewalk are aligned along most of this developed roadway. The posted speed limit within the study area is 45 mph. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 7 Study Area Intersections North 19th Avenue & Baxter Lane A signalized intersection with protected-permitted left-turn phasing on each of the intersection approach legs Left-turn lanes are aligned on all four legs of the intersection with a dedicated right-turn lane on the westbound approach. Summary pocket depths, measured by the auxiliary lane separation stripe, are as follows: - Northbound left-turn lane, 330 feet - Southbound left-turn lane, 290 feet - Westbound left-turn lane, 150 feet - Westbound right-turn lane, 180 feet - Eastbound left-turn lane, 250 feet North 19th Avenue & Tschache Lane A signalized intersection with permissive only left-turn phasing on the east and west legs of the intersection and protected-permitted lefts on the north and south legs. Left-turn lanes are aligned on all four legs of the intersection with dedicated right-turn lanes on the northbound and southbound approach. Summary pocket depths are as follows: - Northbound left-turn lane, 200 feet - Northbound right-turn lane, 200 feet - Southbound left-turn lane, 285 feet - Southbound right-turn lane, 175 feet - Westbound left-turn lane, 80 feet - Eastbound left-turn lane, 80 feet North 19th Avenue & West Oak Street A signalized intersection with protected-permitted left-turn phasing on all legs of the intersection. Left-turn lanes are aligned on all four legs of the intersection with dedicated right-turn lanes on all but the eastbound approach. Summary pocket depths are as follows: - Northbound left-turn lane, 400 feet - Northbound right-turn lane, 395 feet - Southbound left-turn lane, 265 feet - Southbound right-turn lane, 245 feet - Westbound left-turn lane, 225 feet - Westbound Right-Turn lane, 230 feet - Eastbound left-turn lane, 200 feet Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 8 Baxter Lane & Boothill Court A “tee” intersection with a stop-control on the southbound approach. Eastbound left-turns from Baxter Lane are performed from a center two-way left-turn lane. There are no other turn lanes at the intersection. Baxter Lane & Sacco Drive A two-way stop-controlled intersection with stop-control on the northbound and southbound approaches. Eastbound and westbound left-turns from Baxter Lane are performed from a center two-way left-turn lane. There are no other turn lanes at the intersection. Baxter Lane & North 11th Avenue A “tee” intersection with a stop-control on the northbound approach. Westbound left-turns from Baxter Lane are performed from a dedicated left-turn lane. There are no other turn lanes at the intersection. Summary pocket depths are as follows: - Westbound left-turn lane, 270 feet Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 9 Tschache Lane & Bridge Peak Town Center West Northbound and southbound stop-controlled driveways that provide access to commercial development. There are no turn lanes at these access points. Tschache Lane & Bridge Peak Town Center East Northbound and southbound stop-controlled driveways that provide access to commercial development. There are no turn lanes at these access points. Tschache Lane & Sacco Drive A “tee” intersection with a stop-control on the southbound approach. There are no turn lanes at the intersection. A south leg and access/driveway would be developed with the Bozeman East Mixed-Use development. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 10 West Oak Street & North 15th Avenue A signalized intersection with permitted phasing on all legs of the intersection. Left-turn lanes are aligned on all approaches with a dedicated right-turn lane on eastbound approach. Summary pocket depths are as follows: - Northbound left-turn lane, 95 feet - Southbound left-turn lane, 95 feet - Westbound left-turn lane, 110 feet - Eastbound left-turn lane, 110 feet - Eastbound right-turn lane, 110 feet West Oak Street & North 14th Avenue A four-leg intersection with stop controls located on the north and south legs. Eastbound and westbound left-turns from West Oak Street are performed from a center two-way left-turn lane. There are no other turn lanes at the intersection. West Oak Street & North 11th Avenue A four-leg intersection with stop controls located on the north and south legs. Eastbound and westbound left-turns from West Oak Street are performed from a center two-way left-turn lane. There is a southbound right-turn lane. There are no other turn lanes at the intersection. Summary pocket depths is as follows: - Southbound right- turn lane, 50 feet Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 11 Traffic Volumes Turning movement counts were performed in January and February 2018 by Morrison-Maierle staff to support this TIS. Counts were performed between 7:00 to 9:00 AM and 4:00 and 6:00 PM to capture the morning and evening peak/rush hour of traffic activity for each study intersection. Traffic count summary worksheets are provided in Appendix B. No seasonal adjustments were used with this study. Seasonal variances tend to be minimal in urbanized areas and the resulting counts compared well with two other TIS reports performed recently within the study area. A summary of existing traffic volumes is shown with Figure 3 on the following page. Transit Service Streamline currently provides transit service to Belgrade, Bozeman, Four Corners, and MSU. This service is currently free for all passengers, which creates an incentive for transit ridership. Streamline offers two routes that would be accessible from the Bozeman East Mixed-Use development. The Redline Downtown route primarily serves Montana State University Strand Union, downtown Bozeman, the Gallatin Valley Mall, and Bozeman High School. The route can be accessed near the North 19th Avenue intersections with West Oak Street and Tschache Lane, respectively, operating on a 30-minute headway/rotation between about 7:00 AM to 7:00 PM on weekdays. The Blueline Retail route primarily serves the Montana State University Strand Union, downtown Bozeman, Bridger Peaks Town Center, and Gallatin Center retail locations. The route can be accessed within the study area near the West Oak Street / North 15th Avenue and North 19th Avenue / Tschache Lane intersections operating on a 30-minute headway/rotation between about 7:00 AM and 7:00 PM on weekdays. Pedestrians & Bicyclists Existing Trails & Sidewalks Historically, this was a rural suburban area of Bozeman lacking sidewalks and dedicated bikeways. The City of Bozeman is working to established non-motorized travel options with the infill of development. To that end, within the study area, shared-use pathways are continuously located along the east side of North 19th Avenue and north side of West Oak Street. The west side of North 19th Avenue also has a shared use pathway, but with section a section missing south of Baxter Lane. Stretches of shared-use pathways are also missing along the south side of Oak Street. Similarly, separated sidewalks or shared pathways are aligned adjacent to developed properties off Baxter Lane and Tschache Lane, with elements missing adjacent to undeveloped property. Missing shared use pathways and sidewalk would be advanced with the development of adjacent properties. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 12 Figure 3: 2018 Current Daily Traffic Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 13 Designated bike lanes are located along Baxter Lane within the study area, either striped adjacent to curb or designated within the shoulder where no curb is located. Bike lanes have also been striped adjacent to curb along North 15th Avenue. The Bozeman TMP highlights the continued extension of striped bike lanes along North 15th Avenue, as the roadway is advanced, and along Baxter Lane as adjacent properties are developed. Proposed Trails & Sidewalks The Bozeman East Mixed-Use development would be responsible for extending the shared-use pathway as a frontage improvement east along Tschache Lane from the Bridger Peaks Town Center. This would tie the development into the commercial center with non-motorized access to transit stops at the Tschache Lane and West Oak Street intersections with North 19th Avenue. In addition, the site plan shows a 30-foot shared-use pathway extending through the site to Tschache Lane (north) and North 15th Avenue (east). Although this pathway is not shown in the Bozeman TMP, it is assumed this would provide for non-motorized commuters and recreational activities tying into other properties developing within the area, assumed per coordination with City officials. Forecast Traffic Volumes Site Traffic Development Trip Generation Trip generation is a measure or forecast of the number of trips that begin or end at the development site. The traffic generated is a function of the extent and type of proposed development. There are a number of options available for estimating trip generation. This study utilized trip generation rates found in Trip Generation, 10th Edition published by the Institute of Transportation Engineers (ITE). Average vehicle trip ends (Trip ends are defined as a single or one-directional travel movement with either the origin or the destination of the trip inside the study site.) were estimated using Land Use Code 221 – Multifamily Housing (Mid-Rise) and Land Use Code 231 – Mid-Rise Residential with 1st-Floor Commercial. The number of dwelling units were the independent variable used to estimate trip generation for the proposed development. The total estimated trip generation for the proposed Bozeman East Mixed-Use development is provided in Table 1 on the following page. Analyses are summarized in Appendix C. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 14 Table 1: Estimated Bozeman East Mixed-Use Development Trip Generation Summary Land Use Units Average Weekday Trips Average Weekday, AM Peak Hour Trips Average Weekday, PM Peak Hour Trips Enter Exit Total Enter Exit Total Enter Exit Total Building A Mid-Rise Residential with 1st-Floor Commercial (Dwelling Units) 39 68 68 136 4 10 14 13 5 18 Building B Multifamily Housing (Mid-Rise) (Dwelling Units) 72 196 196 392 7 19 26 20 12 32 Building C Multifamily Housing (Mid-Rise) (Dwelling Units) 173 471 471 942 16 46 62 46 30 76 Building D Mid-Rise Residential with 1st-Floor Commercial (Dwelling Units) 21 37 37 74 2 6 8 7 3 10 Totals 305 772 772 1,544 29 81 110 86 50 136 As shown, the proposed Bozeman East Mixed-Use development generates an estimated 1,544 average weekday trips as well as average weekday, AM and PM peak hour trips of 110 and 136 vehicles, respectively. These are considered primary purpose trips with origin or destination that are new on the roadway system. There are a few “trip types” that tend to have different impacts on a roadway system. Shared trips represent those that occur internally between, business, and retail-oriented developments, applied as a reduction in net new trip totals. Pass-by and diverted trips refers to existing traffic that deviates from established routes to frequent a retail / commercial business, with these trips accounted for as a reassignment of some existing trips. Adjustments for transit or non-motorized vehicle travel can be calculated for all land uses under special circumstances, and would also be calculated as a reduction in new vehicle trips. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 15 Despite these various trip types, it was determined that all of the trips from Table 1 on the previous page would be assigned to study roadways. There are no unusual circumstances that would precipitate higher transit or non-motorized activities beyond what is already inherently built into ITE trip generation rates and equations. Thus, the application and analysis of all new trips generates a conservative analysis of forecast traffic impacts upon City of Bozeman streets and intersections. Development Trip Distribution Trip distribution and assignment is the process of identifying the probable destinations, directions, and traffic routes that development related traffic will likely affect. The estimated traffic generated by the development must be distributed and assigned in order to analyze the impacts on the roadway system and intersections within the study area. Various methods are available for estimating trip distribution, including the analogy, trip distribution model, area of influence, origin-destination (O-D), and surrogate data methods. This study utilizes a combination of the analogy method, which bases the trip distribution on existing travel patterns in the area and the area of influence method that assumes trips will originate or terminate within a given area. The primary trip distribution for the proposed is shown on Figure 4 below. Figure 4: Primary Trip Distribution Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 16 Trip Assignment The assignment of development related traffic provides the information necessary to determine the level of site related impacts to the area roadway system and intersections. It involves determining the volume of traffic and its movements along the roadway system and at area intersections. At a minimum, trip assignment must also consider route choice, how the existing transportation system functions, and travel times to and from the site. The resulting traffic assignment for the proposed Bozeman East Mixed-Use development at the study area intersections is shown in Figure 5 on the following page. Non-Site Traffic To more accurately reflect the potential impacts from development generated traffic it is necessary to develop an estimate of non-site related traffic growth during the analysis period. Three primary means are typically used to estimate growth of non-site generated traffic, including the build-up method, the use of transportation plans or models, as well as the trends or growth rate method. The build-up method takes into account traffic growth due to approved or anticipated to be approved developments in the study area. Transportation plans or models typically provide estimates for traffic volumes for approximately 20 years into the future. The trends or growth rate method involves evaluating the historic traffic growth rates within a study area. The underlying assumption with this method is that historic growth trends will remain approximately the same and continue in the future. Build-Up Method Background traffic volume projections from the build-up method take into account two anticipated developments within the development horizon of the proposed Bozeman East Mixed-Use Development: (1) Phase 1 of the development of Lot 6A of PT Land Subdivision, Phase 2 located southeast of a proposed extension of North 15th Avenue to Baxter Lane as defined in the Embassy Suites Development Traffic Impact Study prepared by KLJ (December 2016) and (2) the proposed Bozeman West Apartments development on Lot B of Certificate of Survey 1256A to the west of Home Depot on the west side of North 19th Avenue and north of Tschache Lane as evaluated in a traffic impact study prepared by Morrison-Maierle (February 2017). Trip generation estimates included in the Embassy Suites Traffic Impact Study were based on a previous version of ITE’s Trip Generation Manual. Weekday, AM, and PM peak hour traffic assignment projections were updated based on the current Trip Generation Manual using the trip distributions provided by KLJ in the traffic impact study. Updated trip generation estimates for Phase 1 of the Embassy Suites development are included in Appendix C. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 17 Figure 5: Development Traffic Assignment Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 18 Growth Rate Method Non-Site Traffic Projections In addition to traffic contributions from the proposed developments noted above, estimated average annual growth rates (AAGR) were developed from five year Montana Department of Transportation (MDT) annual traffic volume counts on North 19th Avenue, West Oak Street, and Baxter Lane. AAGR values were assumed for North 15th Avenue, North 14th Avenue, and North 11th Avenue. The estimated AAGR values are noted below: North 19th Avenue AAGR = 1.1% West Oak Street AAGR = 2.6% Baxter Lane AAGR = 4.2% North 15th Avenue AAGR = 0.5% North 14th Avenue AAGR = 0.5% North 11th Avenue AAGR = 0.5% Estimated Volumes The total estimated traffic growth volumes between 2018 and 2022 are shown in Figure 6 on the following page. The total estimated 2022 background traffic volumes, which include current daily traffic combined with the growth volumes, are shown in Figure 7 on page 20. Estimated total traffic volumes for 2022 include the background traffic volumes combined with site-generated trips from the proposed Bozeman East Mixed-Use development and are shown in Figure 8 on page 21. Transportation Analyses Methodologies This section documents the methodologies and assumptions used to conduct the traffic impact analyses for the proposed Bozeman East Mixed-Use development. Study methodology and analyses are based on ITE’s Recommended Practices for Transportation Impact Analyses for Site Development. These analyses are used to determine the project’s conformance with City of Bozeman policies and evaluate whether the proposed development’s impacts are perceptible to the average driver. Study Scenarios This study presents analyses of the following scenarios: Existing Conditions Estimated 2022 Background Traffic Estimated 2022 Total Traffic Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 19 Figure 6: Estimated Non-Site Traffic Growth 2018-2022 Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 20 Figure 7: Estimated 2022 Background Traffic Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 21 Figure 8: Estimated 2022 Total Traffic Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 22 Analysis Methodologies Transportation system operating conditions are typically described in terms of “level of service”. Level of service (LOS) is the performance measure used to evaluate the cumulative effects of such things as travel speed, traffic volumes, roadway and intersection capacity, travel delay, and traffic interruptions. Operating conditions are designated as LOS A through LOS F, which represents the most favorable to the least favorable operating conditions. Level of service for intersections is determined by control delay. Control delay is defined as the total elapsed time from when a vehicle stops at the end of a queue to the time the vehicle departs from the stop line. The total elapsed time includes the time required for the vehicle to travel from the last-in-queue position to the first-in-queue position, including deceleration of vehicles from the free flow speed to the speed of vehicles in the queue. Appendix A lists the delay/LOS criteria listed in the Highway Capacity Manual 2010 (HCM) published by the Transportation Research Board (TRB) for signalized and unsignalized intersections. Signalized Intersection Analyses Signalized intersection capacity and level of service (LOS) analyses were performed using TEAPAC Complete, Ver 9.50 26JAN19 Build 02 (TEAPAC) developed and maintained by Strong Concepts. These analyses are based on Chapter 19 of the HCM. The HCM methodology for evaluating signalized intersections, which is based on the “operational analysis” procedure, utilizes 1,900 passenger cars per hour of green per lane (pcphgpl) as the maximum saturation flow of a single lane at an intersection. This saturation flow rate is adjusted to account for lane width, on-street parking, conflicting pedestrians, traffic composition, and shared lane movements. Average delay is calculated by taking a volume-weighted average of all the delays for all vehicles entering the intersection. Two-Way Stop-Controlled (TWSC) Intersections Two-way stop-controlled (TWSC) intersection capacity and LOS analyses were performed using HCS TWSC Version 7.4 developed and maintained by the McTrans Center at the University of Florida based on Chapter 20 of the HCM. The HCM methodology for evaluating TWSC intersections is based on gap acceptance and conflicting traffic for vehicles stopped on the minor street approaches. The critical gap (or minimum acceptable gap) is defined as the minimum time interval in the major street traffic stream that allows entry for one minor street vehicle. Average control delay and LOS for the “worst approach” are reported. LOS is not defined for the intersection as a whole. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 23 Assumed Improvements This study has assumed that Phase 1 of the Embassy Suites development will be fully built and occupied concurrently with the proposed Bozeman East Mixed-Use development. Therefore, it is anticipated that North 15th Avenue will have been extended to Baxter Lane from its current terminus at Patrick Street. Additionally, improvements with the Embassy Suites development would also include the extension of Tschache Lane to North 15th Avenue, at a minimum, and potentially easterly to North 14th Avenue. No other improvements were assumed for as part of this study for estimated 2022 traffic analyses. Capacity & Level of Service Analyses Capacity and level of service analyses were performed for study intersections based on year 2018 traffic volumes (shown with Figure 3), estimated 2022 background traffic volumes (shown with Figure 7), and estimated 2022 total traffic volumes (shown with Figure 8). Evaluations were performed primarily based on existing geometric and traffic control conditions. The results are provided in Appendix D and summarized in the tables on the following pages for each of the study area intersections. Improvement Analyses Applicable Local Codes Per the UDC for the City of Bozeman, “all arterial and collector streets and intersections with arterial and collector streets shall operate at a minimum level of service "C" unless specifically exempted”. The UDC additionally states, “A development shall be approved only if the LOS requirements are met in the design year, which shall be a minimum of 15 years following the development application review or construction of mitigation measures if mitigation measures are required to maintain LOS. Intersections shall have a minimum acceptable LOS of "C" for the intersection as a whole.” Improvements to Accommodate Forecast Traffic Volumes Two signalized and unsignalized intersections are forecast to function below City of Bozeman LOS standards. This section reviews potential improvements and/or strategies to maximize traffic operations and mobility, when possible, attempting to meet City standards. However, there are factors that limit the ability to fully address LOS issues, such as the built environment and improvement recommendations that would precipitate the widening of corridors outside of intersections. The times of improvement considered include signal control modification or expansion/addition, the addition of turn lanes, and/or the installation of a traffic signal. The results of the analysis are provided in subsequent sections. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 24 Table 2: Weekday, AM Peak Hour Intersection Operations Summary for North 19th Avenue & Baxter Lane Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection C 26.3 2,276 0.59 - - NB L B 14.8 57 0.24 1.4 35 NB TR A 9.0 398 0.28 7.4 185 SB L B 11.4 158 0.30 3.9 98 SB TR B 17.2 1,011 0.75 21.9 547 EB L D 36.4 125 0.41 2.0 50 EB TR E 75.2 332 0.94 18.9 473 WB L D 36.5 54 0.44 2.7 67 WB T D 39.0 105 0.30 5.4 134 WB R C 32.9 36 0.09 1.4 36 2022 Background Traffic Signalized Intersection Intersection D 35.5 2,533 0.66 - - NB L B 16.9 67 0.31 1.6 41 NB TR A 9.2 443 0.31 8.3 207 SB L B 13.2 186 0.37 1.3 33 SB TR C 20.2 1,068 0.80 25.8 645 EB L D 38.3 147 0.50 3.5 88 EB TR F 121.5 391 1.10 27.4 684 WB L D 39.2 64 0.57 3.3 82 WB T D 39.2 124 0.35 6.2 154 WB R C 33.0 43 0.10 1.7 43 2022 Total Traffic Signalized Intersection Intersection D 35.8 2,565 0.66 - - NB L B 17.1 68 0.32 1.7 42 NB TR A 9.3 454 0.31 8.5 212 SB L B 13.3 188 0.38 1.5 37 SB TR C 20.4 1,072 0.80 26.1 652 EB L D 38.5 147 0.51 3.6 89 EB TR F 122.9 393 1.11 27.6 690 WB L D 39.2 64 0.57 3.3 82 WB T D 39.4 129 0.36 6.4 159 WB R C 33.2 50 0.12 2.0 50 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound L = Left; T = Through; R = Right; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 25 Table 3: Weekday, PM Peak Hour Intersection Operations Summary for North 19th Avenue & Baxter Lane Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection C 24.4 3,327 0.62 - - NB L B 10.4 142 0.33 3.2 79 NB TR A 9.1 1,219 0.63 15.7 392 SB L B 11.3 117 0.36 2.7 67 SB TR A 8.7 947 0.56 12.9 322 EB L E 67.7 130 0.75 4.2 105 EB TR E 77.7 277 0.91 16.4 409 WB L E 63.4 101 0.71 6.3 157 WB T E 63.2 228 0.76 12.9 323 WB R D 52.4 166 0.46 8.0 201 2022 Background Traffic Signalized Intersection Intersection C 31.0 3,674 0.69 - - NB L B 13.8 167 0.44 4.6 104 NB TR B 13.8 1,290 0.71 29.6 586 SB L B 16.0 138 0.48 3.9 89 SB TR B 12.9 1,007 0.63 22.2 450 EB L F 85.2 153 0.86 8.1 172 EB TR F 81.4 326 0.93 20.0 486 WB L F 101.0 128 0.91 7.1 157 WB T E 63.1 269 0.77 15.3 376 WB R D 48.8 196 0.47 9.0 224 2022 Total Traffic Signalized Intersection Intersection C 31.4 3,714 0.70 - - NB L B 14.4 168 0.46 4.3 107 NB TR B 14.7 1,297 0.72 25.1 627 SB L B 17.0 146 0.52 3.8 96 SB TR B 13.6 1,018 0.65 19.0 474 EB L F 83.0 153 0.85 6.8 170 EB TR F 81.9 332 0.93 19.9 497 WB L F 101.1 128 0.91 6.3 157 WB T E 62.5 272 0.77 15.1 377 WB R D 48.1 200 0.46 9.0 225 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound L = Left; T = Through; R = Right; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 26 Table 4: Weekday, AM Peak Hour Intersection Operations Summary for North 19th Avenue & Tschache Lane Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection B 11.0 2,144 0.55 - - NB L B 11.3 39 0.18 0.8 20 NB T A 4.8 499 0.28 20.0 70 NB R A 4.1 19 0.02 0.2 5 SB L A 8.6 16 0.04 0.4 9 SB T A 9.2 1,319 0.73 8.7 217 SB R A 4.7 31 0.04 0.3 8 EB L D 38.0 47 0.15 2.4 60 EB TR D 39.1 134 0.39 6.1 152 WB L D 43.6 18 0.09 1.1 27 WB TR D 35.9 22 0.07 1.1 27 2022 Background Traffic Signalized Intersection Intersection B 12.5 2,334 0.57 - - NB L B 12.3 43 0.29 0.9 22 NB T A 5.0 521 0.29 3.0 75 NB R A 4.3 28 0.03 0.3 7 SB L A 8.6 20 0.05 0.4 11 SB T B 10.1 1,378 0.76 9.2 231 SB R A 4.9 43 0.05 0.5 12 EB L D 40.4 89 0.29 4.8 119 EB TR D 39.9 161 0.47 7.2 179 WB L D 45.2 24 0.09 1.0 25 WB TR D 36.3 27 0.11 1.8 44 2022 Total Traffic Signalized Intersection Intersection B 13.0 2,387 0.56 - - NB L B 12.3 43 0.21 0.9 22 NB T A 5.1 521 0.29 3.1 77 NB R A 4.4 37 0.04 0.4 9 SB L A 8.5 24 0.05 0.5 13 SB T B 10.1 1,378 0.76 9.2 231 SB R A 4.9 43 0.05 0.5 12 EB L D 40.4 89 0.30 4.8 119 EB TR D 39.9 162 0.47 7.2 180 WB L D 46.9 50 0.26 3.0 75 WB TR D 36.3 40 0.11 1.8 46 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | L = Left; T = Through; R = Right; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 27 Table 5: Weekday, PM Peak Hour Intersection Operations Summary for North 19th Avenue & Tschache Lane Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection B 16.4 3,240 0.55 - - NB L B 12.4 90 0.28 2.3 57 NB T B 10.8 1,356 0.68 11.0 275 NB R A 6.5 69 0.07 0.9 22 SB L B 14.8 86 0.35 2.2 55 SB T A 9.1 1,082 0.54 8.0 201 SB R A 6.5 46 0.05 0.6 15 EB L E 59.1 127 0.45 7.9 197 EB TR D 46.5 152 0.34 7.6 190 WB L D 54.5 80 0.28 5.2 131 WB TR D 46.1 152 0.33 7.6 191 2022 Background Traffic Signalized Intersection Intersection B 17.5 3,485 0.57 - - NB L B 13.1 104 0.34 2.7 67 NB T B 11.6 1,417 0.71 12.2 305 NB R A 6.6 79 0.08 1.0 26 SB L B 16.1 90 0.40 2.4 60 SB T A 9.7 1,130 0.57 8.6 216 SB R A 6.9 93 0.09 1.2 31 EB L E 63.5 150 0.55 9.4 236 EB TR D 47.4 169 0.38 8.4 210 WB L E 57.0 90 0.33 5.9 147 WB TR D 46.5 163 0.35 8.1 202 2022 Total Traffic Signalized Intersection Intersection B 18.0 3,550 0.57 - - NB L B 13.1 104 0.34 2.7 67 NB T B 11.9 1,417 0.72 12.5 313 NB R A 6.9 107 0.11 1.4 36 SB L B 16.7 101 0.44 2.6 66 SB T A 9.7 1,130 0.57 8.6 216 SB R A 6.9 93 0.09 1.2 31 EB L E 64.7 150 0.57 9.5 238 EB TR D 47.5 171 0.39 8.6 214 WB L E 59.0 106 0.40 6.8 170 WB TR D 46.9 171 0.37 8.4 211 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | L = Left; T = Through; R = Right; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 28 Table 6: Weekday, AM Peak Hour Intersection Operations Summary for North 19th Avenue & West Oak Street Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection C 29.8 2,673 0.51 - - NB L C 20.4 59 0.18 1.8 46 NB T C 23.1 389 0.33 6.1 153 NB R B 18.3 261 0.33 6.0 150 SB L B 19.1 260 0.55 7.2 179 SB T C 24.1 806 0.62 11.6 289 SB R B 13.5 81 0.09 1.6 40 EB L C 27.2 71 0.16 2.8 69 EB TR E 62.5 422 0.92 20.2 506 WB L C 32.0 105 0.45 4.2 105 WB T C 34.1 150 0.18 3.4 84 WB R C 24.0 69 0.11 2.1 53 2022 Background Traffic Signalized Intersection Intersection C 32.7 2,885 0.56 - - NB L C 23.3 65 0.22 2.2 55 NB T C 27.3 406 0.39 6.9 173 NB R C 22.4 289 0.40 7.2 181 SB L C 21.9 288 0.63 8.3 207 SB T C 28.2 842 0.69 13.3 333 SB R B 15.2 90 0.11 2.0 49 EB L C 25.3 79 0.17 3.0 74 EB TR E 65.3 468 0.94 22.7 568 WB L C 31.4 116 0.50 4.5 112 WB T C 32.3 166 0.18 3.6 90 WB R C 21.4 76 0.11 2.2 54 2022 Total Traffic Signalized Intersection Intersection C 32.8 2,920 0.57 - - NB L C 23.5 65 0.23 2.2 55 NB T C 27.4 414 0.40 7.0 176 NB R C 22.4 289 0.39 7.2 181 SB L C 22.0 288 0.63 8.3 207 SB T C 28.7 865 0.71 13.8 345 SB R B 15.3 93 0.11 2.0 50 EB L C 25.3 80 0.17 3.0 74 EB TR E 65.3 468 0.94 22.7 568 WB L C 31.4 116 0.50 4.5 112 WB T C 32.3 166 0.18 3.6 90 WB R C 21.4 76 0.11 2.2 54 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | L = Left; T = Through; R = Right; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 29 Table 7: Weekday, PM Peak Hour Intersection Operations Summary for North 19th Avenue & West Oak Street Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection D 39.3 3,980 0.64 - - NB L C 22.4 119 0.33 4.4 110 NB T C 30.8 899 0.67 16.5 413 NB R B 13.8 203 0.21 4.7 117 SB L C 30.0 250 0.77 8.7 217 SB T C 26.8 765 0.56 12.8 321 SB R B 15.5 121 0.13 2.9 72 EB L D 42.7 139 0.52 7.0 174 EB TR E 78.3 330 0.92 19.8 494 WB L E 66.1 308 0.93 16.3 407 WB T D 51.9 646 0.72 16.4 410 WB R C 33.8 200 0.30 7.5 188 2022 Background Traffic Signalized Intersection Intersection D 45.2 4,305 0.70 - - NB L C 27.4 132 0.41 5.3 132 NB T D 41.8 939 0.81 20.7 517 NB R B 17.0 225 0.24 5.7 142 SB L D 51.7 277 0.91 11.8 296 SB T C 32.5 799 0.64 15.2 380 SB R B 18.7 134 0.16 3.6 91 EB L D 41.4 154 0.56 7.5 187 EB TR F 83.9 366 0.94 22.4 560 WB L E 74.1 341 0.94 18.9 473 WB T D 48.5 716 0.71 17.5 438 WB R C 29.0 222 0.29 7.6 191 2022 Total Traffic Signalized Intersection Intersection D 46.0 4,349 0.71 - - NB L C 27.9 132 0.41 5.3 133 NB T D 44.1 964 0.84 21.8 546 NB R B 17.4 225 0.25 5.7 143 SB L E 55.1 277 0.91 12.4 310 SB T C 32.8 813 0.65 15.5 388 SB R B 18.7 136 0.16 3.7 93 EB L D 41.5 157 0.57 7.6 191 EB TR F 83.9 366 0.94 22.4 560 WB L E 74.2 341 0.94 19.0 475 WB T D 48.5 716 0.71 17.5 438 WB R C 28.5 222 0.29 7.6 189 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | L = Left; T = Through; R = Right; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 30 Table 8: Weekday, AM Peak Hour Intersection Operations Summary for West Oak Street & North 15th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection B 15.1 1,527 0.47 - - NB L B 12.5 62 0.11 1.0 25 NB TR B 12.6 112 0.19 1.6 41 SB L B 13.5 8 0.02 0.2 4 SB TR B 11.7 18 0.03 0.3 7 EB L B 12.5 12 0.03 0.2 5 EB TR B 17.0 888 0.64 15.8 395 WB L C 20.2 33 0.15 0.8 21 WB TR B 11.7 394 0.29 6.4 161 2022 Background Traffic Signalized Intersection Intersection B 16.2 1,665 0.52 - - NB L B 12.5 63 0.11 1.0 25 NB TR B 12.6 115 0.19 1.7 42 SB L B 13.5 10 0.02 0.2 4 SB TR B 11.7 19 0.03 0.3 7 EB L B 13.1 14 0.04 0.2 6 EB TR B 18.8 971 0.70 17.9 447 WB L C 22.3 34 0.17 0.9 23 WB TR B 12.0 439 0.33 7.3 183 2022 Total Traffic Signalized Intersection Intersection B 16.4 1,696 0.51 - - NB L B 12.5 63 0.11 1.0 25 NB TR B 12.5 115 0.19 1.7 42 SB L B 13.8 33 0.07 0.6 14 SB TR B 11.7 19 0.03 0.3 7 EB L B 13.3 14 0.04 0.2 6 EB TR B 19.0 971 0.70 18.1 452 WB L C 22.5 34 22.5 0.9 23 WB TR B 12.2 447 12.2 7.6 189 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | L = Left and TR = Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 31 Table 9: Weekday, PM Peak Hour Intersection Operations Summary for West Oak Street & North 15th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Signalized Intersection Intersection B 15.9 2,139 0.52 - - NB L B 15.3 225 0.41 4.1 103 NB TR B 12.3 104 0.17 1.4 36 SB L B 13.3 19 0.04 0.3 8 SB TR B 11.9 55 0.09 0.8 19 EB L B 19.0 10 0.05 0.2 6 EB TR B 14.8 736 0.52 12.4 310 WB L B 18.8 59 0.20 1.4 34 WB TR B 17.4 931 0.65 16.4 409 2022 Background Traffic Signalized Intersection Intersection B 17.2 2,330 0.57 - - NB L B 15.5 230 0.42 4.2 106 NB TR B 12.3 107 0.17 1.5 37 SB L B 13.3 22 0.05 0.4 9 SB TR B 11.9 57 0.09 0.8 20 EB L C 21.0 12 0.06 0.3 8 EB TR B 15.7 809 0.57 13.8 345 WB L C 20.4 60 0.23 1.4 36 WB TR B 19.4 1,033 0.72 18.9 473 2022 Total Traffic Signalized Intersection Intersection B 17.5 2,368 0.58 - - NB L B 15.5 230 0.42 4.3 107 NB TR B 12.3 107 0.17 1.5 37 SB L B 13.5 36 0.07 0.6 15 SB TR B 11.9 57 0.09 0.8 20 EB L C 21.5 12 0.06 0.3 8 EB TR B 15.7 809 0.57 13.8 345 WB L C 20.4 60 0.23 1.4 36 WB TR C 20.1 1,057 0.73 19.6 490 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | L = Left and TR = Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 32 Table 10: Weekday, AM Peak Hour Intersection Operations Summary for West Oak Street & North 14th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR C 20.7 20 0.09 0.3 8 SB LTR C 17.6 28 0.10 0.3 8 EB L A 8.2 18 0.02 0.1 3 EB TR A - 786 - - - WB L A 9.5 36 0.05 0.1 3 WB TR A - 409 - - - 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR C 23.7 20 0.10 0.3 8 SB LTR C 19.7 28 0.11 0.4 10 EB L A 8.3 18 0.02 0.1 3 EB TR A - 763 - - - WB L A 9.8 36 0.05 0.2 5 WB TR A - 401 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR C 24.7 20 0.11 0.4 10 SB LTR C 20.3 28 0.12 0.4 10 EB L A 8.3 18 0.02 0.1 3 EB TR A - 786 - - - WB L A 9.9 36 0.05 0.2 5 WB TR A - 409 - - - NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound LTR = Left-Through-Right; L = Left; and TR = Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 33 Table 11: Weekday, PM Peak Hour Intersection Operations Summary for West Oak Street & North 14th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR C 18.9 38 0.14 0.5 13 SB LTR C 23.5 31 0.15 0.5 13 EB L A 9.6 7 0.01 0.0 0 EB TR A - 547 - - - WB L A 8.7 19 0.02 0.1 3 WB TR A - 772 - - - 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR C 19.7 38 0.15 0.5 13 SB LTR D 25.3 31 0.16 0.6 15 EB L A 9.7 7 0.01 0.0 0 EB TR A - 551 - - - WB L A 8.8 19 0.02 0.1 3 WB TR A - 778 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR C 20.5 38 0.15 0.5 13 SB LTR D 26.6 31 0.17 0.6 15 EB L A 9.8 7 0.01 0.0 0 EB TR A - 565 - - - WB L A 8.8 19 0.02 0.1 3 WB TR A - 802 - - - NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound LTR = Left-Through-Right; L = Left; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 34 Table 12: Weekday, AM Peak Hour Intersection Operations Summary for West Oak Street & North 11th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR C 23.5 5 0.03 0.1 3 SB L C 22.6 22 0.11 0.4 10 SB TR A 9.9 14 0.02 0.1 3 EB L A 8.3 24 0.02 0.1 3 EB TR A - 659 - - - WB L A 9.1 0 0.00 0.0 0 WB TR A - 422 - - - 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR D 27.2 5 0.03 0.1 3 SB L D 26.0 23 0.13 0.5 13 SB TR B 10.1 14 0.02 0.1 3 EB L A 8.5 24 0.02 0.1 3 EB TR A - 730 - - - WB L A 9.3 0 0.00 0.0 0 WB TR A - 467 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR D 28.3 5 0.03 0.1 3 SB L D 26.8 23 0.14 0.5 13 SB TR B 10.1 14 0.02 0.1 3 EB L A 8.5 24 0.03 0.1 3 EB TR A - 753 - - - WB L A 9.4 0 0.00 0.0 0 WB TR A - 475 - - - NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound LTR = Left-Through-Right; L = Left; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 35 Table 13: Weekday, PM Peak Hour Intersection Operations Summary for West Oak Street & North 11th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR C 21.1 7 0.03 0.1 3 SB L E 42.4 22 0.22 0.8 20 SB TR B 11.8 25 0.04 0.1 3 EB L B 10.4 17 0.03 0.1 3 EB TR A - 567 - - - WB L A 9.4 2 0.00 0.0 0 WB TR A - 853 - - - 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR C 24.6 7 0.04 0.1 3 SB L F 56.9 23 0.29 1.1 28 SB TR B 12.3 25 0.05 0.1 3 EB L B 10.9 17 0.03 0.1 3 EB TR A - 628 - - - WB L A 9.7 2 0.00 0.0 0 WB TR A - 944 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR D 25.6 7 0.04 0.1 3 SB L F 61.3 23 0.31 1.1 28 SB TR B 12.5 25 0.05 0.1 3 EB L B 11.0 17 0.03 0.1 3 EB TR A - 642 - - - WB L A 9.7 2 0.00 0.0 0 WB TR A - 968 - - - NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound LTR = Left-Through-Right; L = Left; and TR = Through-Right = Substandard Level-of-Service (LOS) Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 36 Table 14: Weekday, AM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site West Access Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR A 9.3 8 0.01 0.0 0 SB LTR A 8.5 3 0.00 0.0 0 EB LTR A 7.3 51 0.01 0.0 0 WB LTR A 7.3 27 0.00 0.0 0 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR A 9.6 8 0.01 0.0 0 SB LTR A 8.5 3 0.00 0.0 0 EB LTR A 7.3 73 0.01 0.0 0 WB LTR A 7.3 38 0.00 0.0 0 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR A 10.0 8 0.01 0.0 0 SB LTR A 8.7 3 0.00 0.0 0 EB LTR A 7.4 87 0.01 0.0 0 WB LTR A 7.4 77 0.00 0.0 0 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | LTR = Left-Through-Right Table 15: Weekday, PM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site West Access Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR B 12.3 82 0.16 0.6 15 SB LTR B 10.5 56 0.09 0.3 8 EB LTR A 8.0 135 0.03 0.1 3 WB LTR A 7.4 120 0.00 0.0 0 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR B 12.6 84 0.16 0.6 15 SB LTR B 10.7 57 0.09 0.3 8 EB LTR A 8.8 156 0.03 0.1 3 WB LTR A 7.5 138 0.00 0.0 0 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR B 13.6 84 0.18 0.6 15 SB LTR B 11.1 57 0.09 0.3 8 EB LTR A 8.8 197 0.03 0.1 3 WB LTR A 7.5 162 0.00 0.0 0 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | LTR = Left-Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 37 Table 16: Weekday, AM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site East Access Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR A 9.6 18 0.03 0.1 3 SB LTR A 9.1 14 0.02 0.1 3 EB LTR A 7.4 36 0.01 0.0 0 WB LTR A 8.2 10 0.00 0.0 0 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR A 9.8 19 0.03 0.1 3 SB LTR A 9.2 14 0.02 0.1 3 EB LTR A 7.4 55 0.02 0.0 0 WB LTR A 8.2 20 0.00 0.0 0 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR B 10.3 19 0.03 0.1 3 SB LTR A 9.6 14 0.02 0.1 3 EB LTR A 7.5 69 0.02 0.0 0 WB LTR A 8.3 59 0.00 0.0 0 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | LTR = Left-Through-Right Table 17: Weekday, PM Peak Hour Intersection Operations Summary for Tschache Lane & Bridger Peaks Town Center / Lowe’s Site East Access Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR B 10.7 93 0.14 0.5 13 SB LTR A 9.2 69 0.08 0.3 8 EB LTR A 7.3 85 0.03 0.1 3 WB LTR A 7.3 10 0.00 0.0 0 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR B 11.2 95 0.15 0.5 13 SB LTR A 9.4 70 0.09 0.3 8 EB LTR A 7.3 104 0.03 0.1 3 WB LTR A 7.3 25 0.00 0.0 0 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR B 12.0 95 0.17 0.6 15 SB LTR A 9.8 70 0.09 0.3 8 EB LTR A 7.4 145 0.03 0.1 3 WB LTR A 7.4 49 0.00 0.0 0 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | LTR = Left-Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 38 Table 18: Weekday, AM Peak Hour Intersection Operations Summary for Tschache Lane & Sacco Drive Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Stop-Controlled Intersection SB LR A 8.9 5 0.01 0.0 0 EB LT A 7.4 6 0.01 0.0 0 WB TR A - 1 - - - 2022 Background Traffic Stop-Controlled Intersection SB LR A 9.0 5 0.01 0.0 0 EB LT A 7.4 21 0.01 0.0 0 WB TR A - 11 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR A 9.3 49 0.07 0.2 5 SB LTR A 9.4 10 0.02 0.0 0 EB LTR A 7.4 35 0.01 0.0 0 WB LTR A 7.3 27 0.00 0.0 0 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound LR = Left-Right; LT = Left-Through; TR= Through-Right; and LTR = Left-Through-Right Table 19: Weekday, PM Peak Hour Intersection Operations Summary for Tschache Lane & Sacco Drive Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Stop-Controlled Intersection SB LR A 8.5 9 0.01 0.0 0 EB LT A 7.3 14 0.01 0.0 0 WB TR A - 2 - - - 2022 Background Traffic Stop-Controlled Intersection SB LR A 8.6 9 0.01 0.0 0 EB LT A 7.3 30 0.01 0.0 0 WB TR A - 17 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR A 9.5 31 0.04 0.1 3 SB LTR A 9.6 25 0.04 0.1 3 EB LTR A 7.4 71 0.01 0.0 0 WB LTR A 7.3 32 0.01 0.0 0 NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound LR = Left-Right; LT = Left-Through; TR= Through-Right; and LTR = Left-Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 39 Table 20: Weekday, AM Peak Hour Intersection Operations Summary for Baxter Lane & Boothill Court Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Stop-Controlled Intersection SB LR B 11.0 18 0.03 0.1 3 EB L A 7.6 14 0.01 0.0 0 EB T A - 226 - - - WB TR A - 176 - - - 2022 Background Traffic Stop-Controlled Intersection SB LR B 11.6 18 0.03 0.1 3 EB L A 7.6 15 0.01 0.0 0 EB T A - 269 - - - WB TR A - 203 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection SB LR B 11.7 18 0.03 0.1 3 EB L A 7.6 15 0.01 0.0 0 EB T A - 273 - - - WB TR A - 215 - - - SB = Southbound; EB = Eastbound; and WB = Westbound | LR = Left-Right; L = Left; T = Through; and TR = Through-Right Table 21: Weekday, PM Peak Hour Intersection Operations Summary for Baxter Lane & Boothill Court Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Stop-Controlled Intersection SB LR B 13.3 47 0.10 0.3 8 EB L A 8.2 11 0.01 0.0 0 EB T A - 235 - - - WB TR A - 376 - - - 2022 Background Traffic Stop-Controlled Intersection SB LR B 14.7 48 0.12 0.4 10 EB L A 8.3 11 0.01 0.0 0 EB T A - 277 - - - WB TR A - 438 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection SB LR B 15.0 48 0.12 0.4 10 EB L A 8.4 11 0.01 0.0 0 EB T A - 290 - - - WB TR A - 445 - - - SB = Southbound; EB = Eastbound; and WB = Westbound | LR = Left-Right; L = Left; T = Through; and TR = Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 40 Table 22: Weekday, AM Peak Hour Intersection Operations Summary for Baxter Lane & Sacco Drive Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR B 10.8 6 0.01 0.0 0 SB LTR B 10.9 10 0.02 0.1 3 EB L A 7.9 6 0.01 0.0 0 EB TR A - 238 - - - WB L A 7.8 6 0.01 0.0 0 WB TR A - 161 - - - 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR B 11.2 7 0.01 0.0 0 SB LTR B 11.6 10 0.02 0.1 3 EB L A 8.0 6 0.01 0.0 0 EB TR A - 281 - - - WB L A 8.0 6 0.01 0.0 0 WB TR A - 189 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR B 12.2 22 0.04 0.1 3 SB LTR B 11.6 10 0.02 0.1 3 EB L A 8.0 6 0.01 0.0 0 EB TR A - 285 - - - WB L A 8.1 7 0.01 0.0 0 WB TR A - 189 - - - NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | LTR = Left-Through-Right; L = Left; and TR = Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 41 Table 23: Weekday, PM Peak Hour Intersection Operations Summary for Baxter Lane & Sacco Drive Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Two-Way Stop-Controlled Intersection NB LTR B 10.5 16 0.03 0.1 3 SB LTR B 14.7 7 0.02 0.1 3 EB L A 8.1 2 0.00 0.0 0 EB TR A - 258 - - - WB L A 7.8 11 0.01 0.0 0 WB TR A - 372 - - - 2022 Background Traffic Two-Way Stop-Controlled Intersection NB LTR B 11.0 17 0.03 0.1 3 SB LTR C 16.7 7 0.02 0.1 3 EB L A 8.3 2 0.00 0.0 0 EB TR A - 303 - - - WB L A 7.9 11 0.01 0.0 0 WB TR A - 438 - - - 2022 Total Traffic Two-Way Stop-Controlled Intersection NB LTR B 13.1 26 0.06 0.2 5 SB LTR C 17.0 7 0.02 0.1 3 EB L A 8.3 2 0.00 0.0 0 EB TR A - 316 - - - WB L A 8.0 14 0.01 0.0 0 WB TR A - 438 - - - NB = Northbound; SB = Southbound; EB = Eastbound; and WB = Westbound | LTR = Left-Through-Right; L = Left; and TR = Through-Right Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 42 Table 24: Weekday, AM Peak Hour Intersection Operations Summary for Baxter Lane & North 11th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Stop-Controlled Intersection NB LR B 11.1 31 0.05 0.2 5 EB TR A - 252 - - - WB L A 7.8 9 0.01 0.0 0 WB T A - 162 - - - 2022 Background Traffic Stop-Controlled Intersection NB LR B 11.8 32 0.06 0.2 5 EB TR A - 302 - - - WB L A 7.9 9 0.01 0.0 0 WB T A - 194 - - - 2022 Total Traffic Stop-Controlled Intersection NB LR B 11.9 32 0.06 0.2 5 EB TR A - 309 - - - WB L A 7.9 9 0.01 0.0 0 WB T A - 197 - - - NB = Northbound; EB = Eastbound; and WB = Westbound | LR = Left-Right; TR = Through-Right; L = Left; and T = Through Table 25: Weekday, PM Peak Hour Intersection Operations Summary for Baxter Lane & North 11th Avenue Analysis Scenario Vehicular Movement LOS Delay (sec/veh) Entry Volume (veh) Volume to Capacity Ratio (v/c) HCM 95% Max Queue Length (veh) HCM 95% Max Queue Length (ft) 2018 Existing Conditions Stop-Controlled Intersection NB LR B 15.0 55 0.16 0.6 15 EB TR A - 250 - - - WB L A 7.9 4 0.00 0.0 0 WB T A - 338 - - - 2022 Background Traffic Stop-Controlled Intersection NB LR C 17.5 55 0.19 0.7 18 EB TR A - 301 - - - WB L A 8.0 4 0.00 0.0 0 WB T A - 406 - - - 2022 Total Traffic Stop-Controlled Intersection NB LR C 17.8 55 0.19 0.7 18 EB TR A - 306 - - - WB L A 8.0 4 0.00 0.0 0 WB T A - 414 - - - NB = Northbound; EB = Eastbound; and WB = Westbound | LR = Left-Right; TR = Through-Right; L = Left; and T = Through Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 43 North 19th Avenue & Baxter Lane The intersection of North 19th Avenue and Baxter Lane is forecast to operate at LOS D during the weekday, AM peak hour due to control delays experienced on the eastbound and westbound approaches. North-south phase lengths must be maintained due to heavy traffic volumes on North 19th Avenue, thus timings cannot be significantly reallocated at the intersection. It should be noted that since traffic counts were conducted at that intersection significant changes to the transportation network west of North 19th Avenue have occurred that may have altered traffic patterns in the area. Thereby, project traffic operations for the eastbound approach, in particular, may differ from those included as a part of this study. Nevertheless, a mitigation strategy based on the findings of this study have been evaluated for the intersection of North 19th Avenue and Baxter Lane. The intersection was evaluated with the addition of an eastbound right-turn lane to improve capacity on that approach. With that improvement, the intersection as a whole is projected to operate at LOS C or better during the weekday, AM and PM peak periods through the development horizon. Summaries of the intersection operations with the addition of an eastbound right-turn lane are provided in Appendix E. The addition of an eastbound right-turn lane is hampered by existing wetlands and limited right-of-way on the south side of Baxter Lane on the eastbound approach. Prior to the installation of eastbound right- turn lane improvements, it is deemed necessary that the City of Bozeman secure the additional right-of- way required. It is suggested that this improvement be coordinated with development of the property at the southwest corner of the intersection of North 19th Avenue and Baxter Lane. North 19th Avenue & West Oak Street The North 19th Avenue and West Oak Street intersection currently functions within the LOS D range during the weekday, PM peak period. The intersection is essentially built, with protected-permitted phasing included on all approaches to the intersection. With the recent widening of West Oak Street to the east of North 19th Avenue, the opportunity to incorporate an additional through lane on the eastbound approach at the intersection is available. Based on the right-turn demand on that approach, the intersection may also benefit from a dedicated right-turn bay on that approach, mirroring the westbound approach at the intersection. Improving the intersection of North 19th Avenue and West Oak Street through the additional of a second eastbound through lane as well as a dedicated right-turn lane on that approach enables the intersection to operate at LOS C or better during the weekday, AM and PM peak periods through the development horizon. The projected traffic operations are provided in Appendix E. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 44 West Oak Street & North 14th Avenue plus North 11th Avenue West Oak Street and its intersections with North 14th Avenue as well as North 11th Avenue are projected to experience substandard level-of-service on the southbound approaches at each intersection during the weekday, AM and PM peak hours. This is because the control delays associated with this LOS issue occur as a result of heavy traffic volumes on West Oak Street and not because of traffic on either the North 14th Avenue or North 11th Avenue approaches. Traffic much essentially wait on a gap for turn movements, noted to take up to 30 seconds. A higher degree of traffic control, such as a traffic signal or roundabout, would not be warranted and would simply be excessive. The 95th percentile queue potential, a condition anticipated only a few times during peak hours, was determined to be one to two vehicles between peak hours. These queues and vehicle delays will not impact the operation of West Oak Street. Thus, for these reasons these intersections should be exempt from the LOS standard until further development drives need for improvements, as this is need is not evident from this TIS. The Highway Capacity Manual also specifically notes, “In evaluating the overall performance of TWSC [two way stop controlled] intersections, it is important to consider measures of effectiveness such as volume-to-capacity ratios for individual movements, average queue lengths, and 95th percentile queue lengths in addition to considering delay. By focusing on a single measure of effectiveness for the worst movement only, such as delay for the minor-street left turn, users may make less effective traffic control decisions.” Findings The proposed Bozeman East Mixed-Use development will consist of approximately 305 residential apartment units located in four buildings. The project site plan proposes two mixed-use buildings along Tschache Lane with the first floor having commercial uses and the second and third floors including residential apartments. The mixed-use buildings will be designed in a commercial manner including pedestrian access to entrances, storefront facades, etc. There are two four-story apartment buildings planned for the southern portion of the site. Access to and from the site includes two primary accesses from Tschache Lane; one fire access to the south from the adjacent development and pedestrian access to and from Patrick Street & North 15th Avenue on the east side of the proposed development. The development is forecast to be fully developed and occupied by the year 2022 and generate 1,544 average weekday trips with 110 trips generated during the AM peak hour and 136 PM peak hour trips during the PM peak hour. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 45 Assumed Improvements This study has assumed that Phase 1 of the Embassy Suites development will be fully built and occupied concurrently with the proposed Bozeman East Mixed-Use development. Therefore, it is anticipated that North 15th Avenue will have been extended to Baxter Lane from its current terminus at Patrick Street. Additionally, improvements with the Embassy Suites development would also include the extension of Tschache Lane to North 15th Avenue, at a minimum, and potentially easterly to North 14th Avenue. No other improvements were assumed for as part of this study for estimated 2022 traffic analyses. Traffic Operations A traffic operations analysis was performed for the study area based on existing, future year 2022 without, and future year 2022 with-project conditions. The analysis concludes traffic operations/capacity would fall below established Bozeman LOS C standards overall or within particular approaches for the following intersections between the AM and or PM peak hours. North 19th Avenue & Baxter Lane North 19th Avenue & West Oak Street West Oak Street & North 14th Avenue West Oak Street & North 11th Avenue Project impacts at all intersections were considered moderate. No LOS was forecast to degrade due to the addition of project trips and the increase in control delay was determined to be marginal at intersections noted with LOS issues. Improvement Recommendations West Oak Street & North 14th Avenue plus North 11th Avenue LOS issues at West Oak Street and its intersections with North 14th Avenue and North 11th Avenue were moderate with issues that would not affect mobility on West Oak Street. The 95th percentile queue potential, a condition anticipated only a few times during peak hours, was determined to be one to two vehicles between peak hours. These queues and vehicle delays will not impact the operation of West Oak Street. Thus, for these reasons these intersections should be exempt from the LOS standard until further development drives need for improvements, as this is need is not evident from this TIS. The Highway Capacity Manual also specifically notes, “In evaluating the overall performance of TWSC [two way stop controlled] intersections, it is important to consider measures of effectiveness such as Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 46 volume-to-capacity ratios for individual movements, average queue lengths, and 95th percentile queue lengths in addition to considering delay. By focusing on a single measure of effectiveness for the worst movement only, such as delay for the minor-street left turn, users may make less effective traffic control decisions.” North 19th Avenue & Baxter Lane plus West Oak Street Improvements were recommended for North 19th Avenue and its intersections with Baxter Lane and West Oak Street, as these intersections are forecast to experience LOS issues that warrant improvement. A summary of improvements recommended with this study include: North 19th Avenue & Baxter Lane o It is recommend that the City of Bozeman secure the additional right-of-way required for installation of an eastbound right-turn lane and associated traffic signal modifications. A Special Improvement District or other funding mechanism is suggested to equitably share the costs of the improvement among the benefitted users. o This improvement may be coordinated with development of the property at the southwest corner of the intersection of North 19th Avenue and Baxter Lane to address right-of-way and wetlands concerns with the installation of intersection improvements. North 19th Avenue & West Oak Street o It is recommend that the City of Bozeman secure the additional right-of-way required for installation of an additional through lane as well as a dedicated right-turn lane on the eastbound approach and associated traffic signal modifications. A Special Improvement District or other funding mechanism is suggested to equitably share the costs of the improvement among the benefitted users. Site Accessibility The proposed site accesses provided from Tschache Lane are forecast to operate well within satisfactory levels of service ranges for the 2022 buildout and occupancy year of the development. No additional improvement needs were identified as a part of this study. Additionally, the accesses are projected to have adequate reserve capacity as well as included queue storage to absorb any impacts resulting from continued traffic growth on Tschache Lane beyond the analysis timeframe include with this study. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 47 Transit Service There are two transit routes that travel North 19th Avenue and/or West Oak Street within the study area. Service can be accessed from North 19th Avenue and its intersections with Tschache Lane or West Oak Street. No change or addition to service is needed or warranted by the Bozeman East Mixed-Use development. Pedestrian & Bicyclist Connectivity Shared-use pathways are continuously located along the east side of North 19th Avenue and north side of West Oak Street. The west side of North 19th Avenue also has a shared use pathway with a missing section. Stretches of shared-use pathways are also missing along the south side of West Oak Street. Separated sidewalk or shared pathways are aligned adjacent to developed properties off Baxter Lane and Tschache Lane. Missing shared use pathways and sidewalk would be advanced with the development of adjacent properties. The Bozeman East Mixed-Use development would extend the shared-use pathway on Tschache Lane from Bridger Peaks Town Center as a frontage improvement, tying the development into this commercial center and promoting access to transit stops. In addition, a 30-foot shared-use pathway is proposed through the site extending to Tschache Lane (north) and North 15th Avenue (east), providing for non- motorized commuter and recreational activities Designated bike lanes are located along Baxter Lane, either striped adjacent to curb or designated within the shoulder. Bike lanes have also been striped adjacent to curb along North 15th Avenue, which would be extended with the continuation of the roadway. No bike mobility improvements would be developed with the Bozeman East Mixed-Use development outside of the shared-use pathways highlighted above. Conclusions & Recommendations The Bozeman East Mixed-Use development will have a minimal impact upon capacity and traffic operation conditions within a 12-intersection study area addressed by this TIS. The conclusion is reached as the project has no effect on LOS and causes only moderate gains in control delay at study intersections between the future year 2022 without and with project conditions. The conclusion of this study is the Bozeman East Mixed-Use development can be constructed without having an unacceptable impact upon City transportation facilities, given mitigation measures acceptable to the project proponent and City are agreed upon in advancement of forecast mobility needs. Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana 48 References 1. American Association of State Highway and Transportation Officials. (2011). A Policy on Geometric Design of Highways and Streets. Washington, DC: Author. 2. City of Bozeman Transportation Master Plan (April, 2017). 3. City of Bozeman. (November 7, 2016). Municipal Code of the City of Bozeman, Montana. Tallahassee, FL: Municode. 4. Institute of Transportation Engineers. (2017). Trip Generation, 10th Edition. Washington, DC: Author. 5. Institute of Transportation Engineers. (June 2017). Trip Generation Handbook: An ITE Recommended Practice. Washington, DC: Author. 6. KLJ. Embassy Suites Development Traffic Impact Study (September 2016) 7. Morrison-Maierle. Bozeman West Apartments Traffic Impact Study (February 2017) 8. Transportation Research Board. (2010). Highway Capacity Manual 2010. Washington, DC: Author. 9. United States Department of Transportation – Federal Highway Administration. (May 2012). Manual on Uniform Traffic Control Devices for Streets and Highways, 2009 Edition with Revision Numbers 1 and 2. Washington DC: Author. APPENDIX A LEVEL OF SERVICE CONCEPTS, ANALYSIS METHODOLOGIES, & STANDARDS OF SIGNIFICANCE Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana Appendix A: Level of Service Concepts, Analysis Methodologies, & Standards of Significance | A-1 Unsignalized Intersection Level of Service The method presented in the Highway Capacity Manual, 6th Edition | A Guide for Multimodal Mobility Analysis (HCM) published by the Transportation Research Board (TRB) for evaluating unsignalized, stop controlled intersections is based on the average total delay for each impeded movement. As used here, total delay is defined as the total elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. This time includes the time required for the vehicle to travel from the last-in-queue to the first-in-queue position. The average total delay for any particular minor movement is a function of the service rate or capacity of the approach and the degree of saturation. The resulting delay is used to determine the level of service as shown in Table A-1 below. Table A-1: Level of Service Criteria for Stop-Controlled Intersections Average Control Delay Level of Service (LOS) Characteristics ≤ 10 seconds LOS A – Little or no delay 10.1 – 15.0 seconds LOS B – Short traffic delay 15.1 – 25.0 seconds LOS C – Average traffic delay 25.1 – 35.0 seconds LOS D – Long traffic delays 35.1 – 50.0 seconds LOS E – Very long traffic delays > 50.1 seconds LOS F – When the demand exceeds the capacity of the lane, extreme delays will be encountered and queuing may cause severe congestion to the intersection. Source: Highway Capacity Manual, 6th Edition | A Guide for Multimodal Mobility Analysis (Transportation Research Board, 2016) Source: Exhibit 17-20. Highway Capacity Manual 2000, Pg. 17-24 (Transportation Research Board, 2000) Figure A-1: Control Delay and Flow Rate Traffic Impact Study Bozeman East Mixed-Use Development | Bozeman, Gallatin County, Montana A-2 | Appendix A: Level of Service Concepts, Analysis Methodologies, & Standards of Significance Signalized Intersection Level of Service The operational analysis method for evaluation of signalized intersections presented in the HCM defines level of service in terms of delay, or more specifically, control stopped delay per vehicle. Delay is a measure of driver and/or passenger discomfort, frustration, fuel consumption, and lost travel time. The level of service criteria for signalized intersections is presented in Table A-2 below. Table A-2: Level of Service Criteria for Signalized Intersections Control Stopped Delay Per Vehicle Level of Service (LOS) Characteristics ≤ 10 seconds LOS A – Operations with very low delay. This occurs when progression is extremely favorable, and most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. 10.1 – 20.0 seconds LOS B – Operations with generally good progression and/or short cycle lengths. More vehicles stop than for LOS A, causing higher levels of average delay. 20.1 – 35.0 seconds LOS C – Operations with higher delays, which 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 at this level, although many still pass through the intersection without stopping. 35.1 – 55.0 seconds LOS D – Operations with high delay, resulting from some combination of unfavorable progression, long cycle lengths, or high volumes. The influence of congestion becomes more noticeable, and individual cycle failures are noticeable. 55.1 – 80.0 seconds LOS E – Considered being the limit of acceptable delay. Individual cycle failures are frequent occurrences. > 80.1 seconds LOS F – A condition of excessively high delay, considered unacceptable to most drivers. This condition often occurs when arrival flow rates exceed the capacity of the intersection. Poor progression and long cycle lengths may also be major contributing causes to such delay. Source: Highway Capacity Manual, 6th Edition | A Guide for Multimodal Mobility Analysis (Transportation Research Board, 2016) APPENDIX B TRAFFIC COUNT DATA Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.959 1.018 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 20 19 37 45 23 20 26 20 210 25.55%5.02%125 0.69 0.00%0.00%0.00% T 28 41 43 51 54 44 50 48 359 43.67%8.59%192 0.89 1.11%0.28%1.39% R 23 25 39 37 26 38 36 27 251 30.54%6.00%140 0.90 2.39%0.00%2.39% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 1 0 0 1 0 2 0.24%0.05%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 10 13 14 15 15 10 14 17 108 26.87%2.58%54 0.90 5.56%0.93%6.48% T 27 24 28 29 30 18 19 27 202 50.25%4.83%105 0.88 1.49%0.50%1.98% R 12 11 7 9 9 11 13 20 92 22.89%2.20%36 0.82 4.35%2.17%6.52% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 4 9 13 14 17 13 13 24 107 11.80%2.56%57 0.84 0.00%0.93%0.93% T 58 92 73 93 82 80 95 101 674 74.31%16.12%328 0.88 1.93%3.56%5.49% R 10 11 18 17 19 16 21 13 125 13.78%2.99%70 0.92 3.20%0.00%3.20% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 1 1 0.11%0.02%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 22 19 41 48 30 39 18 37 254 12.40%6.08%158 0.82 1.18%0.39%1.57% T 137 206 248 269 192 210 187 191 1640 80.04%39.23%919 0.85 1.16%0.73%1.89% R 9 18 16 25 19 32 14 20 153 7.47%3.66%92 0.72 0.65%1.96%2.61% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 1 0 0 0 0 1 0.05%0.02%1 0.25 Bike 0 0 1 0 0 0 0 0 1 0.05%0.02%1 0.25 360 488 578 654 516 531 507 546 4180 100.00%2279 0.87 1.53%1.10%2.63% 2080 2236 2279 2208 2100 Weekday, AM Peak Period Baxter Lane =North 19th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 19th AvenueFrom the South (NB)North 19th AvenueFrom the North (SB)Start Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals North 19th Avenue & Baxter Lane Bozeman, Gallatin County, Montana Wednesday, January 31, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\N-19th-Ave+Baxter-Ln_Weekday-AM_2018-01-31.xlsx Printed On: 2/7/2018 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.959 1.018 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 30 25 30 42 32 35 21 25 240 30.19%3.81%130 0.77 1.67%0.00%1.67% T 34 50 34 56 36 45 33 38 326 41.01%5.17%170 0.76 2.76%0.00%2.76% R 30 30 37 27 26 31 23 25 229 28.81%3.63%107 0.86 0.44%0.00%0.44% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 34 22 28 28 27 21 25 17 202 21.67%3.20%101 0.90 0.00%0.00%0.00% T 61 58 43 58 69 57 44 47 437 46.89%6.93%228 0.83 0.92%0.00%0.92% R 30 31 24 33 44 39 50 41 292 31.33%4.63%166 0.83 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 1 1 0.11%0.02%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 32 43 42 43 36 38 25 16 275 10.65%4.36%142 0.83 0.36%0.00%0.36% T 250 234 212 237 289 298 273 260 2053 79.54%32.57%1097 0.92 1.07%0.49%1.56% R 29 42 30 37 31 40 14 22 245 9.49%3.89%122 0.76 0.82%0.41%1.22% U-Turn 0 0 0 3 0 0 0 0 3 0.12%0.05%3 0.25 33.33%0.00%33.33% Ped 0 0 0 1 1 1 1 0 4 0.15%0.06%4 1.00 Bike 0 0 0 0 0 1 0 0 1 0.04%0.02%1 0.25 L 26 35 35 34 31 23 29 29 242 12.13%3.84%117 0.86 1.65%0.00%1.65% T 164 197 153 188 202 224 199 180 1507 75.54%23.91%813 0.91 1.00%0.07%1.06% R 35 18 37 44 36 23 31 22 246 12.33%3.90%134 0.76 2.03%1.63%3.66% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 755 785 705 831 860 876 768 723 6303 100.00%3335 0.95 1.09%0.25%1.35% 3076 3181 3272 3335 3227 Weekday, PM Peak Period Baxter Lane =North 19th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 19th AvenueFrom the South (NB)North 19th AvenueFrom the North (SB)Start Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals North 19th Avenue & Baxter Lane Bozeman, Gallatin County, Montana Wednesday, January 31, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\N-19th-Ave+Baxter-Ln_Weekday-PM_2018-01-31.xlsx Printed On: 2/7/2018 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.018 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 6 14 5 17 12 13 6 11 84 27.18%2.18%47 0.69 2.38%0.00%2.38% T 3 1 1 6 10 4 8 8 41 13.27%1.07%21 0.53 0.00%2.44%2.44% R 12 11 19 45 25 24 18 28 182 58.90%4.73%113 0.63 0.00%5.49%5.49% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 0 0 0 1 0 0 0 2 0.65%0.05%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 3 1 3 2 9 4 2 4 28 41.79%0.73%18 0.50 17.86%3.57%21.43% T 1 0 0 3 4 2 4 1 15 22.39%0.39%9 0.56 6.67%0.00%6.67% R 0 1 1 3 4 5 2 6 22 32.84%0.57%13 0.65 9.09%13.64%22.73% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 1 0 0 0 0 1 0 2 2.99%0.05%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 8 8 9 8 6 16 10 11 76 6.99%1.97%39 0.61 0.00%0.00%0.00% T 69 102 120 132 130 117 131 172 973 89.51%25.28%499 0.95 1.75%1.75%3.49% R 3 3 2 4 8 5 7 3 35 3.22%0.91%19 0.59 2.86%0.00%2.86% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 2 0 0 0 0 0 0 3 0.28%0.08%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 3 3 7 2 4 8 5 33 1.38%0.86%16 0.57 12.12%0.00%12.12% T 176 277 326 399 298 296 269 258 2299 96.35%59.73%1319 0.83 0.78%0.57%1.35% R 2 2 5 4 10 12 4 13 52 2.18%1.35%31 0.65 1.92%0.00%1.92% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 0 0 0 0 0 0 0 1 0.04%0.03%0 0.00 Bike 0 0 1 0 0 0 0 0 1 0.04%0.03%1 0.25 287 426 495 630 519 502 470 520 3849 100.00%2146 0.85 1.35%1.17%2.52% 1838 2070 2146 2121 2011 Weekday, AM Peak Period Tschache Lane =North 19th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 19th AvenueFrom the South (NB)North 19th AvenueFrom the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals North 19th Avenue & Tschache Lane Bozeman, Gallatin County, Montana Wednesday, January 31, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\N-19th-Ave+Tschache-Ln_Weekday-AM_2018-01-31.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.018 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 36 24 26 33 38 27 29 28 241 44.38%3.92%127 0.84 0.00%0.83%0.83% T 12 17 16 18 9 12 7 11 102 18.78%1.66%46 0.64 0.00%0.00%0.00% R 27 24 11 35 20 33 18 26 194 35.73%3.16%106 0.76 0.52%3.09%3.61% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 3 1 0 0 0 0 4 0.74%0.07%1 0.25 Bike 0 0 0 0 0 2 0 0 2 0.37%0.03%2 0.25 L 21 19 28 17 29 11 23 20 168 36.21%2.74%80 0.69 1.19%0.60%1.79% T 6 13 9 10 14 13 21 32 118 25.43%1.92%58 0.69 0.00%1.69%1.69% R 17 24 28 26 23 23 22 14 177 38.15%2.88%94 0.90 0.56%1.69%2.26% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 1 0 0 0 1 0.22%0.02%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 31 15 17 29 17 15 29 15 168 5.78%2.74%90 0.78 0.00%0.60%0.60% T 309 303 306 334 342 391 289 325 2599 89.47%42.32%1356 0.87 0.65%0.19%0.85% R 13 19 16 18 15 17 19 17 134 4.61%2.18%69 0.91 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 0 0 0 0 1 0 0 2 0.07%0.03%1 0.25 Bike 0 0 0 0 0 2 0 0 2 0.07%0.03%2 0.25 L 12 14 21 20 25 12 29 15 148 6.64%2.41%86 0.74 0.68%0.00%0.68% T 242 246 194 267 272 294 249 210 1974 88.56%32.14%1082 0.92 0.20%0.05%0.25% R 20 11 13 8 13 10 15 15 105 4.71%1.71%46 0.77 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 1 1 0.04%0.02%0 0.00 Bike 0 0 0 0 0 1 0 0 1 0.04%0.02%1 0.25 747 729 688 816 818 864 750 729 6141 100.00%3248 0.94 0.50%0.34%0.85% 2980 3051 3186 3248 3161 Weekday, PM Peak Period Tschache Lane =North 19th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 19th AvenueFrom the South (NB)North 19th AvenueFrom the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals North 19th Avenue & Tschache Lane Bozeman, Gallatin County, Montana Wednesday, January 31, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\N-19th-Ave+Tschache-Ln_Weekday-PM_2018-01-31.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.943 0.996 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 9 9 10 10 19 18 24 18 117 13.68%2.42%71 0.74 3.42%0.85%4.27% T 37 58 77 95 84 112 85 87 635 74.27%13.13%376 0.84 0.16%0.31%0.47% R 7 10 21 11 7 16 12 17 101 11.81%2.09%46 0.72 0.99%0.99%1.98% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 1 0 0 0 0 0 1 0.12%0.02%0 0.00 Bike 0 0 0 1 0 0 0 0 1 0.12%0.02%1 0.25 L 22 15 23 27 32 19 27 27 192 31.53%3.97%105 0.82 2.08%0.52%2.60% T 14 45 25 30 32 46 42 58 292 47.95%6.04%150 0.82 4.79%0.00%4.79% R 6 12 16 21 11 18 19 19 122 20.03%2.52%69 0.82 2.46%2.46%4.92% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 3 0 0 0 0 0 0 3 0.49%0.06%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 12 6 3 12 17 17 13 19 99 7.83%2.05%59 0.87 3.03%1.01%4.04% T 61 70 101 86 86 98 119 104 725 57.31%14.99%389 0.82 2.48%2.21%4.69% R 29 42 49 82 79 42 58 59 440 34.78%9.10%261 0.80 1.82%0.45%2.27% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 1 0 0 0 1 0.08%0.02%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 24 52 46 78 91 51 40 52 434 20.59%8.97%260 0.71 1.15%1.15%2.30% T 162 161 241 194 229 168 215 164 1534 72.77%31.71%806 0.88 1.76%1.17%2.93% R 7 13 13 15 23 22 21 23 137 6.50%2.83%81 0.88 1.46%0.00%1.46% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 1 0 2 0 0 0 0 3 0.14%0.06%2 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 390 497 626 664 711 627 675 647 4837 100.00%2677 0.94 1.88%1.03%2.92% 2177 2498 2628 2677 2660 Weekday, AM Peak Period West Oak Street =North 19th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 19th AvenueFrom the South (NB)North 19th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals North 19th Avenue & West Oak Street Bozeman, Gallatin County, Montana Tuesday, February 6, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\N-19th-Ave+W-Oak-St_Weekday-AM_2018-02-06.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.943 0.996 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 19 25 28 39 34 25 41 20 231 27.21%3.07%139 0.85 0.43%0.00%0.43% T 45 58 57 73 63 50 61 63 470 55.36%6.25%247 0.85 1.91%0.00%1.91% R 10 15 15 25 15 21 22 20 143 16.84%1.90%83 0.83 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 1 0 0 0 0 1 2 5 0.59%0.07%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 75 59 70 58 93 69 88 64 576 27.21%7.66%308 0.83 0.35%0.17%0.52% T 157 99 115 168 129 161 188 129 1146 54.13%15.24%646 0.86 0.44%0.17%0.61% R 63 43 45 50 32 64 54 40 391 18.47%5.20%200 0.78 0.51%1.02%1.53% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 1 0 0 0 2 0 0 4 0.19%0.05%2 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 11 19 25 24 36 33 26 24 198 8.47%2.63%119 0.83 0.00%0.51%0.51% T 221 209 193 193 254 244 208 193 1715 73.35%22.81%899 0.88 0.52%0.23%0.76% R 67 62 51 37 60 59 47 42 425 18.18%5.65%203 0.85 1.65%0.00%1.65% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 38 47 75 67 56 51 76 58 468 21.14%6.23%250 0.82 0.64%1.07%1.71% T 176 165 186 195 171 184 215 216 1508 68.11%20.06%765 0.89 0.53%0.46%0.99% R 13 14 45 20 32 37 32 33 226 10.21%3.01%121 0.82 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 2 2 0 1 1 0 2 4 12 0.54%0.16%4 0.50 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 899 819 905 950 976 1000 1061 908 7518 100.00%3987 0.94 0.61%0.32%0.93% 3573 3650 3831 3987 3945 Weekday, PM Peak Period West Oak Street =North 19th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 19th AvenueFrom the South (NB)North 19th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals North 19th Avenue & West Oak Street Bozeman, Gallatin County, Montana Tuesday, February 6, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\N-19th-Ave+W-Oak-St_Weekday-PM_2018-02-06.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.943 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 1 4 5 6 0 1 5 5 27 1.81%1.07%12 0.50 0.00%0.00%0.00% T 65 91 136 189 212 190 149 179 1211 81.22%48.21%740 0.87 1.24%0.91%2.15% R 12 37 26 30 55 42 21 23 246 16.50%9.79%148 0.67 0.41%1.22%1.63% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 3 1 2 1 7 0.47%0.28%6 0.50 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 2 7 8 12 10 3 8 4 54 7.78%2.15%33 0.69 0.00%0.00%0.00% T 39 54 58 84 98 96 112 87 628 90.49%25.00%390 0.87 3.82%1.27%5.10% R 1 1 3 0 3 0 1 3 12 1.73%0.48%4 0.33 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 3 16 8 15 22 16 9 14 103 36.52%4.10%62 0.70 0.00%0.97%0.97% T 14 7 1 1 9 4 16 1 53 18.79%2.11%30 0.47 3.77%0.00%3.77% R 4 8 11 15 18 34 15 20 125 44.33%4.98%82 0.60 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 1 0 0 1 0.35%0.04%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 4 1 1 0 6 2 14 31.11%0.56%8 0.33 14.29%0.00%14.29% T 0 0 1 2 1 0 9 3 16 35.56%0.64%12 0.33 0.00%0.00%0.00% R 1 0 1 0 1 0 5 4 12 26.67%0.48%6 0.30 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 1 1 0 0 0 0 2 4.44%0.08%1 0.25 Bike 0 0 0 1 0 0 0 0 1 2.22%0.04%1 0.25 142 225 263 357 433 388 358 346 2512 100.00%1536 0.89 1.79%0.92%2.71% 987 1278 1441 1536 1525 Weekday, AM Peak Period West Oak Street =North 15th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 11th AvenueFrom the South (NB)North 11th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals West Oak Street & North 15th Avenue Bozeman, Gallatin County, Montana Tuesday, February 6, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\W-Oak-St+N-15th-Ave_Weekday-AM_2018-02-06.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.943 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 6 4 6 4 0 4 2 4 30 2.06%0.74%10 0.63 0.00%0.00%0.00% T 163 143 139 179 165 174 151 160 1274 87.62%31.55%669 0.93 1.26%0.55%1.81% R 18 21 20 18 6 29 14 21 147 10.11%3.64%67 0.58 0.00%0.68%0.68% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 2 0 1 0 0 0 0 3 0.21%0.07%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 17 12 8 16 16 18 9 16 112 6.04%2.77%59 0.82 0.00%0.00%0.00% T 228 193 175 211 251 237 221 190 1706 92.07%42.25%920 0.92 0.41%0.35%0.76% R 2 7 1 3 0 4 4 2 23 1.24%0.57%11 0.69 0.00%0.00%0.00% U-Turn 0 0 0 0 0 1 1 0 2 0.11%0.05%2 0.50 0.00%0.00%0.00% Ped 2 0 0 3 2 0 2 1 10 0.54%0.25%7 0.58 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 58 42 48 40 60 76 49 31 404 69.18%10.00%225 0.74 0.25%0.50%0.74% T 0 8 7 5 11 4 7 2 44 7.53%1.09%27 0.61 4.55%0.00%4.55% R 14 17 15 13 24 19 21 9 132 22.60%3.27%77 0.80 0.00%0.00%0.00% U-Turn 0 0 0 1 0 1 1 0 3 0.51%0.07%3 0.75 0.00%33.33%33.33% Ped 0 0 0 0 1 0 0 0 1 0.17%0.02%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 6 2 2 7 1 7 4 8 37 25.17%0.92%19 0.68 8.11%0.00%8.11% T 6 7 4 5 12 5 1 3 43 29.25%1.06%23 0.48 2.33%0.00%2.33% R 7 6 8 7 12 7 6 5 58 39.46%1.44%32 0.67 1.72%0.00%1.72% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 2 0 0 0 2 0 1 2 7 4.76%0.17%3 0.38 Bike 0 0 0 0 0 1 0 1 2 1.36%0.05%1 0.25 529 464 433 513 563 587 494 455 4038 100.00%2157 0.92 0.82%0.42%1.24% 1939 1973 2096 2157 2099 Weekday, PM Peak Period West Oak Street =North 15th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 11th AvenueFrom the South (NB)North 11th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals West Oak Street & North 15th Avenue Bozeman, Gallatin County, Montana Tuesday, February 6, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\W-Oak-St+N-15th-Ave_Weekday-PM_2018-02-06.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.966 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 2 3 5 3 5 4 6 7 35 2.91%1.77%18 0.75 0.00%0.00%0.00% T 87 113 132 206 150 163 153 133 1137 94.51%57.42%672 0.82 1.06%0.79%1.85% R 1 1 3 4 6 3 5 8 31 2.58%1.57%18 0.75 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 3 7 9 10 6 10 11 57 8.52%2.88%35 0.88 1.75%0.00%1.75% T 44 51 69 82 88 84 102 80 600 89.69%30.30%356 0.87 4.67%1.17%5.83% R 0 2 1 0 1 2 4 2 12 1.79%0.61%7 0.44 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 2 7 1 1 0 1 1 1 14 38.89%0.71%3 0.75 0.00%0.00%0.00% T 0 0 0 4 2 1 0 0 7 19.44%0.35%7 0.44 0.00%0.00%0.00% R 2 1 0 3 4 2 1 2 15 41.67%0.76%10 0.63 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 3 0 3 2 4 0 1 7 20 27.78%1.01%7 0.44 10.00%0.00%10.00% T 1 0 1 4 1 0 0 4 11 15.28%0.56%5 0.31 0.00%0.00%0.00% R 3 2 5 2 4 5 5 9 35 48.61%1.77%16 0.80 11.43%0.00%11.43% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 1 2 0 2 5 6.94%0.25%3 0.38 Bike 0 0 0 0 0 1 0 0 1 1.39%0.05%1 0.25 146 183 227 320 276 274 288 266 1980 100.00%1158 0.90 2.42%0.81%3.23% 876 1006 1097 1158 1104 Weekday, AM Peak Period West Oak Street =North 14th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 14th AvenueFrom the South (NB)North 14th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals West Oak Street & North 14th Avenue Bozeman, Gallatin County, Montana Thursday, January 25, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\W-Oak-St+N-14th-Ave_Weekday-AM_2018-01-25.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.966 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 1 2 4 4 1 0 2 1 15 1.36%0.56%7 0.44 0.00%0.00%0.00% T 165 127 107 145 147 138 97 131 1057 95.92%39.48%527 0.90 1.32%0.47%1.80% R 3 4 0 6 8 4 2 2 29 2.63%1.08%20 0.63 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 1 0 0 0 0 0 0 0 1 0.09%0.04%0 0.00 L 5 2 4 5 4 5 5 2 32 2.21%1.20%19 0.95 0.00%0.00%0.00% T 184 161 155 168 205 222 175 140 1410 97.58%52.67%770 0.87 0.50%0.50%0.99% R 0 0 1 1 1 0 0 0 3 0.21%0.11%2 0.50 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 3 4 4 3 4 3 2 24 34.29%0.90%14 0.88 0.00%0.00%0.00% T 0 0 0 0 1 0 0 0 1 1.43%0.04%1 0.25 0.00%0.00%0.00% R 7 3 6 6 7 7 3 4 43 61.43%1.61%23 0.82 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 2 0 0 2 2.86%0.07%2 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 3 1 0 2 2 2 2 2 14 23.33%0.52%8 1.00 7.14%0.00%7.14% T 1 1 0 0 1 4 0 0 7 11.67%0.26%5 0.31 0.00%0.00%0.00% R 1 3 6 6 5 3 4 2 30 50.00%1.12%18 0.75 3.33%0.00%3.33% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 3 0 1 1 1 2 0 8 13.33%0.30%5 0.63 Bike 0 0 0 0 0 1 0 0 1 1.67%0.04%1 0.25 372 310 287 348 386 393 295 286 2677 100.00%1422 0.90 0.93%0.45%1.38% 1317 1331 1414 1422 1360 Weekday, PM Peak Period West Oak Street =North 14th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 14th AvenueFrom the South (NB)North 14th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals West Oak Street & North 14th Avenue Bozeman, Gallatin County, Montana Thursday, January 25, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\W-Oak-St+N-14th-Ave_Weekday-PM_2018-01-25.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.943 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 3 1 6 2 7 7 8 2 36 3.07%1.83%24 0.75 0.00%0.00%0.00% T 80 93 133 187 157 171 142 173 1136 96.76%57.64%657 0.88 1.58%0.79%2.38% R 0 0 0 1 1 0 0 0 2 0.17%0.10%2 0.50 0.00%50.00%50.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% T 40 59 64 112 86 96 113 105 675 96.29%34.25%407 0.90 2.22%1.04%3.26% R 2 4 4 3 3 5 4 1 26 3.71%1.32%15 0.75 15.38%0.00%15.38% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 2 0 1 2 1 0 0 0 6 35.29%0.30%3 0.38 0.00%16.67%16.67% T 1 1 3 0 0 0 1 0 6 35.29%0.30%1 0.25 0.00%0.00%0.00% R 0 1 2 0 0 0 1 1 5 29.41%0.25%1 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 4 9 5 4 3 4 11 6 46 58.23%2.33%22 0.50 4.35%0.00%4.35% T 5 2 2 0 0 1 0 1 11 13.92%0.56%1 0.25 9.09%0.00%9.09% R 1 1 3 3 5 4 1 2 20 25.32%1.01%13 0.65 10.00%0.00%10.00% U-Turn 1 0 0 0 0 0 0 0 1 1.27%0.05%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 1 0 0 0 0 1 1.27%0.05%1 0.25 139 171 223 315 263 288 281 291 1971 100.00%1147 0.91 2.18%0.91%3.09% 848 972 1089 1147 1123 Weekday, AM Peak Period West Oak Street =North 11th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 11th AvenueFrom the South (NB)North 11th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals West Oak Street & North 11th Avenue Bozeman, Gallatin County, Montana Tuesday, February 6, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\W-Oak-St+N-11th-Ave_Weekday-AM_2018-02-06.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.943 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 6 2 2 3 5 4 5 2 29 2.57%1.03%17 0.85 10.34%0.00%10.34% T 122 141 130 159 129 146 131 139 1097 97.17%38.86%565 0.89 2.73%0.46%3.19% R 0 1 0 0 2 0 0 0 3 0.27%0.11%2 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 1 1 1 1 0 0 0 4 0.25%0.14%2 0.50 25.00%0.00%25.00% T 204 163 171 191 201 228 214 183 1555 97.13%55.08%834 0.91 0.64%0.45%1.09% R 2 7 8 7 6 4 2 5 41 2.56%1.45%19 0.68 12.20%0.00%12.20% U-Turn 1 0 0 0 0 0 0 0 1 0.06%0.04%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 0 0 0 0 0 1 0 2 16.67%0.07%1 0.25 0.00%0.00%0.00% T 0 0 0 0 2 0 0 0 2 16.67%0.07%2 0.25 0.00%0.00%0.00% R 0 2 0 0 1 3 0 0 6 50.00%0.21%4 0.33 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 1 0 0 1 0 2 16.67%0.07%2 0.50 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 4 5 3 6 6 5 5 2 36 44.44%1.28%22 0.92 2.78%0.00%2.78% T 0 1 2 2 0 1 0 0 6 7.41%0.21%3 0.38 0.00%0.00%0.00% R 3 1 4 5 6 6 5 1 31 38.27%1.10%22 0.92 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 3 0 0 0 2 1 0 1 7 8.64%0.25%3 0.38 Bike 0 0 0 0 1 0 0 0 1 1.23%0.04%1 0.25 346 324 321 375 362 398 364 333 2823 100.00%1499 0.94 1.81%0.43%2.23% 1366 1382 1456 1499 1457 Weekday, PM Peak Period West Oak Street =North 11th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 11th AvenueFrom the South (NB)North 11th AvenueFrom the North (SB)Start Time West Oak StreetFrom the West (EB)West Oak StreetFrom the East (WB)Intersection Totals West Oak Street & North 11th Avenue Bozeman, Gallatin County, Montana Tuesday, February 6, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\W-Oak-St+N-11th-Ave_Weekday-PM_2018-02-06.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 2 0 4 5 3 2 2 3 21 26.58%14.69%10 0.83 0.00%0.00%0.00% T 1 0 3 8 8 11 7 7 45 56.96%31.47%33 0.75 11.11%0.00%11.11% R 0 1 1 2 1 2 3 2 12 15.19%8.39%8 0.67 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 1 1 1.27%0.70%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% T 0 4 6 2 3 8 6 10 39 97.50%27.27%27 0.68 30.77%7.69%38.46% R 0 1 0 0 0 0 0 0 1 2.50%0.70%0 0.00 100.00%0.00%100.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 2 2 2 0 3 2 11 84.62%7.69%7 0.58 9.09%0.00%9.09% T 0 0 0 1 0 0 0 0 1 7.69%0.70%0 0.00 0.00%0.00%0.00% R 0 0 0 0 0 0 1 0 1 7.69%0.70%1 0.25 100.00%0.00%100.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% T 1 1 0 2 0 0 0 0 4 36.36%2.80%0 0.00 0.00%0.00%0.00% R 1 0 2 1 0 0 3 0 7 63.64%4.90%3 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 5 7 18 23 17 23 25 25 143 100.00%90 0.90 13.99%2.10%16.08% 53 65 81 88 90 Weekday, AM Peak Period Tschache Lane =Private Accesses = Intersection Turning Movement Count Summary Hourly VolumePier 1 Imports Access(Bridger Peaks Town Center)From the South (NB)Wendy's Access(Lowe's - West Access)From the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Pier 1 / Wendy's (Lowe's West) Accesses Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln_Pier-1+Wendys-Access_Weekday-AM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 5 11 3 9 7 8 7 7 57 20.36%7.42%29 0.91 0.00%0.00%0.00% T 18 19 22 17 19 20 15 17 147 52.50%19.14%71 0.89 0.68%0.00%0.68% R 11 8 7 10 10 10 8 7 71 25.36%9.24%35 0.88 0.00%0.00%0.00% U-Turn 1 0 0 0 0 1 0 0 2 0.71%0.26%1 0.25 0.00%0.00%0.00% Ped 1 1 1 0 0 0 0 0 3 1.07%0.39%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% T 30 23 29 25 28 25 35 31 226 99.56%29.43%119 0.85 0.88%1.77%2.65% R 0 0 0 0 0 0 1 0 1 0.44%0.13%1 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 12 21 19 12 17 16 16 17 130 77.38%16.93%66 0.97 0.77%0.00%0.77% T 2 3 7 3 1 4 5 2 27 16.07%3.52%12 0.60 0.00%0.00%0.00% R 1 1 0 1 0 1 3 0 7 4.17%0.91%4 0.33 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 2 1 1 0 0 0 0 4 2.38%0.52%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 1 0 1 0 2 2.15%0.26%2 0.50 0.00%0.00%0.00% T 2 1 3 5 3 8 4 4 30 32.26%3.91%19 0.59 0.00%0.00%0.00% R 7 2 6 7 13 5 9 8 57 61.29%7.42%35 0.67 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 1 0 0 0 1 0 0 1 3 3.23%0.39%2 0.50 Bike 0 0 0 0 0 1 0 0 1 1.08%0.13%1 0.25 91 92 98 90 100 99 104 94 768 100.00%397 0.95 0.65%0.52%1.17% 371 380 387 393 397 Weekday, PM Peak Period Tschache Lane =Private Accesses = Intersection Turning Movement Count Summary Hourly VolumePier 1 Imports Access(Bridger Peaks Town Center)From the South (NB)Wendy's Access(Lowe's - West Access)From the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Pier 1 / Wendy's (Lowe's West) Accesses Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln_Pier-1+Wendys-Access_Weekday-PM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 1 0 1 2 3 7 4 2 20 40.82%18.35%16 0.57 15.00%0.00%15.00% T 0 0 1 2 4 4 4 3 18 36.73%16.51%15 0.94 16.67%5.56%22.22% R 0 0 2 3 1 1 1 2 10 20.41%9.17%5 0.63 10.00%0.00%10.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 1 0 0 1 2.04%0.92%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 1 1 0 2 13.33%1.83%2 0.50 100.00%0.00%100.00% T 0 2 2 0 1 3 3 0 11 73.33%10.09%7 0.58 72.73%0.00%72.73% R 0 0 0 0 0 0 1 0 1 6.67%0.92%1 0.25 100.00%0.00%100.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 1 0 1 6.67%0.92%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 3 1 1 1 2 2 5 15 57.69%13.76%10 0.50 0.00%26.67%26.67% T 0 1 1 0 0 0 1 6 9 34.62%8.26%7 0.29 0.00%0.00%0.00% R 0 0 1 0 0 0 0 1 2 7.69%1.83%1 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% T 0 1 0 0 0 0 0 5 6 31.58%5.50%5 0.25 16.67%0.00%16.67% R 0 0 3 1 1 3 1 4 13 68.42%11.93%9 0.56 23.08%0.00%23.08% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 1 7 12 9 11 22 19 28 109 100.00%80 0.71 20.18%4.59%24.77% 29 39 54 61 80 Weekday, AM Peak Period Tschache Lane =Private Accesses = Intersection Turning Movement Count Summary Hourly VolumeBridger Peaks Town CenterFrom the South (NB)Wendy's / Lowe's - East AccessFrom the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Bridger Peaks / Wendy's / Lowe's East Accesses Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln_Bridger-Peaks+Lowes+Wendys-Access_Weekday-AM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 11 12 13 8 11 10 11 10 86 52.12%17.55%40 0.91 0.00%0.00%0.00% T 3 1 2 4 4 5 4 3 26 15.76%5.31%17 0.85 3.85%0.00%3.85% R 5 6 7 9 6 8 5 6 52 31.52%10.61%28 0.78 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 1 0 0 0 1 0.61%0.20%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 1 2 1 0 0 0 0 4 13.79%0.82%1 0.25 0.00%0.00%0.00% T 1 2 3 0 2 2 4 2 16 55.17%3.27%8 0.50 12.50%0.00%12.50% R 0 1 0 1 0 0 0 1 3 10.34%0.61%1 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 2 0 0 1 2 0 5 17.24%1.02%3 0.38 Bike 0 0 1 0 0 0 0 0 1 3.45%0.20%0 0.00 L 12 13 11 17 13 10 17 17 110 65.09%22.45%57 0.84 0.00%3.64%3.64% T 7 1 3 4 7 9 8 3 42 24.85%8.57%28 0.78 0.00%0.00%0.00% R 1 0 1 3 2 1 2 0 10 5.92%2.04%8 0.67 0.00%0.00%0.00% U-Turn 0 0 0 0 0 1 0 0 1 0.59%0.20%1 0.25 0.00%0.00%0.00% Ped 1 1 2 1 0 0 0 0 5 2.96%1.02%1 0.25 Bike 0 0 0 0 1 0 0 0 1 0.59%0.20%1 0.25 L 0 0 0 1 0 1 0 0 2 1.57%0.41%2 0.50 0.00%0.00%0.00% T 2 1 3 4 4 3 6 0 23 18.11%4.69%17 0.71 8.70%0.00%8.70% R 17 7 15 8 13 14 15 12 101 79.53%20.61%50 0.83 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 1 0 0 0 0 0 1 0.79%0.20%0 0.00 60 46 66 61 64 65 74 54 490 100.00%264 0.89 1.63%0.82%2.45% 233 237 256 264 257 Weekday, PM Peak Period Tschache Lane =Private Accesses = Intersection Turning Movement Count Summary Hourly VolumeBridger Peaks Town CenterFrom the South (NB)Wendy's / Lowe's - East AccessFrom the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Bridger Peaks / Wendy's / Lowe's East Accesses Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln_Bridger-Peaks+Lowes+Wendys-Access_Weekday-PM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles T 0 0 1 2 0 2 1 2 8 40.00%22.86%5 0.63 12.50%12.50%25.00% R 0 0 1 0 4 2 3 2 12 60.00%34.29%11 0.69 16.67%0.00%16.67% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% T 0 0 1 0 0 1 4 0 6 100.00%17.14%5 0.31 50.00%16.67%66.67% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 2 2 0 1 2 1 0 8 88.89%22.86%4 0.50 87.50%0.00%87.50% R 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% U-Turn 0 0 0 0 0 1 0 0 1 11.11%2.86%1 0.25 100.00%0.00%100.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0 2 5 2 5 8 9 4 35 100.00%26 0.72 40.00%5.71%45.71% 9 14 20 24 26 Weekday, AM Peak Period Tschache Lane =Bridger Peaks Access = Intersection Turning Movement Count Summary Hourly VolumeBridger Peaks Town CenterAccess East (Service Drive)From the South (NB)North Side ofTschache LaneStart Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Bridger Peaks Town Center Access East (Service Drive) Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln+Bridger-Peaks-Access-E_Weekday-AM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles T 2 3 1 3 3 2 2 1 17 73.91%26.56%10 0.83 5.88%0.00%5.88% R 1 0 0 1 2 1 1 0 6 26.09%9.38%3 0.38 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 0 0 0 1 0 0 1 3 13.04%4.69%1 0.25 0.00%0.00%0.00% T 0 3 4 5 1 0 3 0 16 69.57%25.00%13 0.65 12.50%0.00%12.50% U-Turn 0 0 4 0 0 0 0 0 4 17.39%6.25%4 0.25 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 0 1 1 1 3 2 2 11 61.11%17.19%3 0.75 0.00%0.00%0.00% R 0 2 0 0 0 0 4 0 6 33.33%9.38%2 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 1 0 0 0 1 5.56%1.56%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 5 8 10 10 9 6 12 4 64 100.00%37 0.93 4.69%0.00%4.69% 33 37 35 37 31 Weekday, PM Peak Period Tschache Lane =Bridger Peaks Access = Intersection Turning Movement Count Summary Hourly VolumeBridger Peaks Town CenterAccess East (Service Drive)From the South (NB)North Side ofTschache LaneStart Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Bridger Peaks Town Center Access East (Service Drive) Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln+Bridger-Peaks-Access-E_Weekday-PM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 0 0 1 1 1 2 0 2 7 77.78%41.18%5 0.63 14.29%0.00%14.29% T 0 0 0 0 0 0 1 0 1 11.11%5.88%1 0.25 0.00%100.00%100.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 1 0 0 1 11.11%5.88%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 T 0 0 1 0 0 0 1 0 2 100.00%11.76%1 0.25 0.00%50.00%50.00% R 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 1 0 0 0 0 1 2 33.33%11.76%1 0.25 0.00%0.00%0.00% R 0 0 0 0 0 1 3 0 4 66.67%23.53%4 0.33 75.00%0.00%75.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0 0 3 1 1 4 5 3 17 100.00%13 0.65 23.53%11.76%35.29% 4 5 9 11 13 Weekday, AM Peak Period Tschache Lane =Sacco Drive = Intersection Turning Movement Count Summary Hourly VolumeSouth Side ofTschache LaneFrom the South (NB)Sacco DriveFrom the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Sacco Drive Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln+Sacco-Dr_Weekday-AM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:1.000 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 2 3 1 6 3 2 6 1 24 96.00%53.33%13 0.54 4.17%0.00%4.17% T 0 1 0 0 0 0 0 0 1 4.00%2.22%1 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 T 0 1 1 0 0 0 1 0 3 75.00%6.67%2 0.50 33.33%0.00%33.33% R 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 1 0 0 0 0 0 1 25.00%2.22%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 1 0 0 0 0 0 0 1 6.25%2.22%1 0.25 0.00%0.00%0.00% R 1 2 3 1 2 0 2 1 12 75.00%26.67%8 0.67 8.33%0.00%8.33% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 1 0 1 0 1 0 3 18.75%6.67%2 0.50 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 3 8 7 7 6 2 10 2 45 100.00%28 0.88 6.67%0.00%6.67% 25 28 22 25 20 Weekday, PM Peak Period Tschache Lane =Sacco Drive = Intersection Turning Movement Count Summary Hourly VolumeSouth Side ofTschache LaneFrom the South (NB)Sacco DriveFrom the North (SB)Start Time Tschache LaneFrom the West (EB)Tschache LaneFrom the East (WB)Intersection Totals Tschache Lane & Sacco Drive Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Tschache-Ln+Sacco-Dr_Weekday-PM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.986 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 0 0 0 0 1 1 1 3 6 1.42%0.77%6 0.50 33.33%0.00%33.33% T 33 42 54 49 58 77 47 53 413 97.41%53.29%235 0.76 2.91%0.48%3.39% R 0 1 1 0 1 0 1 1 5 1.18%0.65%3 0.75 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 0 3 2 0 1 3 2 12 3.75%1.55%6 0.50 8.33%0.00%8.33% T 28 31 39 48 41 30 45 42 304 95.00%39.23%158 0.88 1.64%1.64%3.29% R 0 1 0 0 0 1 0 2 4 1.25%0.52%3 0.38 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 1 0 1 0 1 3 33.33%0.39%2 0.50 0.00%0.00%0.00% T 0 0 0 0 0 0 0 1 1 11.11%0.13%1 0.25 0.00%0.00%0.00% R 0 0 2 0 1 1 1 0 5 55.56%0.65%3 0.75 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 0 0 0 0 1 1 3 6 27.27%0.77%5 0.42 0.00%0.00%0.00% T 0 0 1 0 0 0 0 0 1 4.55%0.13%0 0.00 0.00%0.00%0.00% R 1 2 2 5 2 0 1 2 15 68.18%1.94%5 0.63 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 64 77 102 105 104 113 100 110 775 100.00%427 0.94 2.58%0.90%3.48% 348 388 424 422 427 Weekday, AM Peak Period Baxter Lane =Sacco Drive = Intersection Turning Movement Count Summary Hourly VolumeSacco DriveFrom the South (NB)Springhill Suites AccessFrom the North (SB)Start Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals Baxter Lane & Sacco Drive / Springhill Suites Access Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Baxter-Ln+Sacco-Dr_Weekday-AM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.986 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 2 0 0 0 0 2 3 2 9 1.89%0.71%2 0.25 0.00%0.00%0.00% T 52 54 66 67 48 72 38 58 455 95.79%36.14%253 0.88 0.66%0.66%1.32% R 2 2 4 0 0 1 1 1 11 2.32%0.87%5 0.31 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 4 2 2 5 4 0 1 1 19 2.58%1.51%11 0.55 0.00%0.00%0.00% T 79 90 80 93 103 95 99 70 709 96.20%56.31%371 0.90 2.68%0.56%3.24% R 2 2 1 0 0 0 1 2 8 1.09%0.64%1 0.25 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 1 0 0 0 1 0.14%0.08%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 0 0 1 0 1 1 0 3 8.82%0.24%2 0.50 0.00%0.00%0.00% T 0 0 0 0 0 0 1 0 1 2.94%0.08%0 0.00 0.00%0.00%0.00% R 5 3 0 7 4 3 7 1 30 88.24%2.38%14 0.50 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 0 0 1 0 3 1 1 7 53.85%0.56%4 0.33 14.29%0.00%14.29% T 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% R 0 1 1 1 1 0 1 1 6 46.15%0.48%3 0.75 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 147 154 154 175 161 177 154 137 1259 100.00%667 0.94 1.83%0.56%2.38% 630 644 667 667 629 Weekday, PM Peak Period Baxter Lane =Sacco Drive = Intersection Turning Movement Count Summary Hourly VolumeSacco DriveFrom the South (NB)Springhill Suites AccessFrom the North (SB)Start Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals Baxter Lane & Sacco Drive / Springhill Suites Access Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Baxter-Ln+Sacco-Dr_Weekday-PM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.986 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles L 2 3 0 2 5 2 5 2 21 4.88%2.66%14 0.70 0.00%0.00%0.00% T 31 42 52 48 57 73 48 57 408 94.88%51.78%226 0.77 3.19%0.49%3.68% U-Turn 0 0 0 0 1 0 0 0 1 0.23%0.13%1 0.25 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 T 28 31 35 45 40 26 38 42 285 87.96%36.17%149 0.83 2.11%1.40%3.51% R 1 2 6 9 4 5 9 3 39 12.04%4.95%27 0.75 2.56%2.56%5.13% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 2 3 4 2 3 5 1 0 20 58.82%2.54%11 0.55 5.00%0.00%5.00% R 2 1 3 1 3 2 1 1 14 41.18%1.78%7 0.58 0.00%0.00%0.00% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 66 82 100 107 113 113 102 105 788 100.00%435 0.96 2.66%0.89%3.55% 355 402 433 435 433 Weekday, AM Peak Period Baxter Lane =Boothill Court = Intersection Turning Movement Count Summary Hourly VolumeSouth Side ofBaxter LaneFrom the South (NB)Boothill CourtFrom the North (SB)Start Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals Baxter Lane & Boothill Court Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Baxter-Ln+Boothill-Ct_Weekday-AM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.986 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles L 2 4 2 1 6 2 1 2 20 4.44%1.61%11 0.46 0.00%5.00%5.00% T 46 53 66 62 43 64 40 56 430 95.56%34.51%235 0.89 0.70%0.70%1.40% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 T 76 86 78 83 94 89 92 68 666 92.76%53.45%344 0.91 2.55%0.45%3.00% R 3 5 3 12 10 7 9 3 52 7.24%4.17%32 0.67 3.85%1.92%5.77% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 10 3 4 5 5 11 2 5 45 57.69%3.61%25 0.57 0.00%0.00%0.00% R 3 2 6 7 5 4 3 3 33 42.31%2.65%22 0.79 3.03%0.00%3.03% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 140 153 159 170 163 177 147 137 1246 100.00%669 0.94 1.85%0.64%2.49% 622 645 669 657 624 Weekday, PM Peak Period Baxter Lane =Boothill Court = Intersection Turning Movement Count Summary Hourly VolumeSouth Side ofBaxter LaneFrom the South (NB)Boothill CourtFrom the North (SB)Start Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals Baxter Lane & Boothill Court Bozeman, Gallatin County, Montana Tuesday, January 23, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Baxter-Ln+Boothill-Ct_Weekday-PM_2018-01-23.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.959 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Total %%Volume PHF Trucks & RV's Vehicles T 26 36 26 40 54 54 55 51 342 84.24%44.71%214 0.97 1.17%0.58%1.75% R 2 4 9 10 13 8 5 12 63 15.52%8.24%38 0.73 4.76%0.00%4.76% U-Turn 0 0 0 0 0 0 0 1 1 0.25%0.13%1 0.25 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 0 2 2 1 1 3 3 2 14 4.64%1.83%9 0.75 0.00%0.00%0.00% T 27 27 33 39 39 27 45 51 288 95.36%37.65%162 0.79 2.43%1.04%3.47% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 5 4 13 7 9 3 1 43 75.44%5.62%20 0.56 0.00%0.00%0.00% R 0 0 0 2 2 2 2 5 13 22.81%1.70%11 0.55 7.69%0.00%7.69% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 1 1 1.75%0.13%1 0.25 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 56 74 74 105 116 103 113 124 765 100.00%456 0.92 1.96%0.65%2.61% 309 369 398 437 456 Weekday, AM Peak Period Baxter Lane =North 11th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 11th AvenueFrom the South (NB)North Side ofBaxter LaneStart Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals Baxter Lane & North 11th Avenue Bozeman, Gallatin County, Montana Wednesday, January 31, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Baxter-Ln+N-11th-Ave_Weekday-AM_2018-01-31.xlsx Printed On: 4/29/2019 Page 1/1 Intersection: Location: Date Count Performed: Count Time Period: Seasonal Adjustment Factors:0.959 1.000 Street/Approach Total Peak Hour %% Buses % Heavy Road Movement 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 Total %%Volume PHF Trucks & RV's Vehicles T 58 53 49 57 73 52 44 50 436 88.80%35.83%226 0.77 0.92%0.00%0.92% R 10 8 7 7 9 5 3 5 54 11.00%4.44%24 0.67 1.85%0.00%1.85% U-Turn 1 0 0 0 0 0 0 0 1 0.20%0.08%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 1 1 2 0 2 1 1 2 10 1.55%0.82%4 0.50 0.00%0.00%0.00% T 74 74 71 69 97 80 92 78 635 98.45%52.18%338 0.87 2.52%0.00%2.52% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 L 3 4 9 14 13 15 3 5 66 81.48%5.42%45 0.75 6.06%0.00%6.06% R 2 1 0 3 3 2 2 1 14 17.28%1.15%10 0.83 0.00%7.14%7.14% U-Turn 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 0.00%0.00%0.00% Ped 0 0 1 0 0 0 0 0 1 1.23%0.08%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Ped 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 Bike 0 0 0 0 0 0 0 0 0 0.00%0.00%0 0.00 149 141 139 150 197 155 145 141 1217 100.00%647 0.82 2.05%0.08%2.14% 579 627 641 647 638 Weekday, PM Peak Period Baxter Lane =North 11th Avenue = Intersection Turning Movement Count Summary Hourly VolumeNorth 11th AvenueFrom the South (NB)North Side ofBaxter LaneStart Time Baxter LaneFrom the West (EB)Baxter LaneFrom the East (WB)Intersection Totals Baxter Lane & North 11th Avenue Bozeman, Gallatin County, Montana Wednesday, January 31, 2018 | By: Morrison-Maierle N:\3959\022\Traffic Data\Traffic Count Data\Baxter-Ln+N-11th-Ave_Weekday-PM_2018-01-31.xlsx Printed On: 4/29/2019 APPENDIX C TRIP GENERATION ANALYSES Independent Variable Units Enter Exit Total Enter Exit Total Enter Exit Total Dwelling Units 39 68 68 136 4 10 14 13 5 18 Dwelling Units 72 196 196 392 7 19 26 20 12 32 Dwelling Units 173 471 471 942 16 46 62 46 30 76 Dwelling Units 21 37 37 74 2 6 8 7 3 10 305 772 772 1,544 29 81 110 86 50 136 1Multifamily Housing (Mid-Rise) - ITE Land Use Code 221 | Independent Variable: Dwelling Units (DU) | Setting / Location: General Urban / Suburban Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. 2Mid-Rise Residential with 1st-Floor Commercial - ITE Land Use Code 231 | Independent Variable: Dwelling Units (DU) | Setting / Location: General Urban / Suburban Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. 1 & 2 Source: Trip Generation Manual, 10th Edition - Volume 2: Data, Institute of Transportation Engineers (Washington, DC), September 2017 Land Use Description Building A Mid-Rise Residential with 1st-Floor Commercial2 Weekday, PM Peak Hour Trips T = Average Vehicle Trip Ends X = Independent Variable Units 50% Entering 50% Exiting R2 = **** Average Trip Generation Rate Equation:Directional Distribution: Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.46(X)70% Entering 30% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units BOZEMAN EAST MIXED-USE DEVELOPMENT | ESTIMATED TOTAL TRIP GENERATION Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.37(X)28% Entering 72% Exiting R2 = **** Coefficient of Determination: T = 3.44(X) T = Average Vehicle Trip Ends X = Independent Variable Units Average Weekday Trips Weekday, AM Peak Hour Trips T = 5.44(X)50% Entering 50% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.36(X)26% Entering 74% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.44(X)61% Entering 39% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Building B Multifamily Housing (Mid-Rise)1 Building C Multifamily Housing (Mid-Rise)1 Building D Mid-Rise Residential with 1st-Floor Commercial2 Totals = N:\3959\022\Traffic Data\Trip Generation Analyses\ITE-Trip-Generation_Bozeman-East-Mixed-Use_20190416.xlsx - Total Trip Generation Printed On: 4/30/2019 - 3:51 PM Independent Variable Units Enter Exit Total Enter Exit Total Enter Exit Total Rooms 205 857 857 1,714 57 39 96 63 60 123 1Hotel - ITE Land Use Code 310 | Independent Variable: Rooms | Setting / Location: General Urban / Suburban Average Vehicle Trip Ends On a: Weekday Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Average Vehicle Trip Ends On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. 1 Source: Trip Generation Manual, 10th Edition - Volume 2: Data , Institute of Transportation Engineers (Washington, DC), September 2017 Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: EMBASSY SUITES | ESTIMATED TOTAL TRIP GENERATION Average Weekday Trips Weekday, AM Peak Hour Trips Land Use Description 1Embassy Suites Hotel Weekday, PM Peak Hour Trips T = 8.36(X)50% Entering 50% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.47(X)59% Entering 41% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units Average Trip Generation Rate Equation:Directional Distribution:Coefficient of Determination: T = 0.60(X)51% Entering 49% Exiting R2 = ****T = Average Vehicle Trip Ends X = Independent Variable Units N:\3959\022\Traffic Data\Trip Generation Analyses\ITE-Trip-Generation_Embassy-Suites_20190416.xlsx - Total Trip Generation Printed On: 5/7/2019 - 12:00 AM APPENDIX D-1 2018 EXISTING CONDITIONS Bozeman East Mixed-Use Development TIS 05/05/19 2018 - Existing Conditions 20:06:29 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.592 (Critical V/C 0.824) Control Delay 26.3 Level of Service C+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 m 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" 120"Gavg= 4.5"Gavg= 66.6"Gavg= 5.1"Gavg= 26.8" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 120" Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" Gavg= 5.5"Gavg= 65.6"Gavg= 4.8"Gavg= 27.1" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 16.4 B R+ T 24/2 0.547 0.555 2824 1568 1176 0.750 17.2 *B 547 ft 4.5"66.6"5.1"26.8" 5.5"65.6"4.8"27.1" L 13/1 0.042 0.045 1852 625 186 0.298 11.4 *B+98 ft NB Approach 9.7 A R+ T 24/2 0.547 0.547 3042 1664 459 0.276 9.0 A 185 ft L 13/1 0.042 0.037 1865 285 67 0.235 14.8 B+35 ft WB Approach 37.3 D+ R 11/1 1516 408 35 0.086 32.9 C 36 ft T 11/1 0.227 0.224 1863 416 124 0.298 39.0 D+134 ft L 11/1 0.042 0.040 1699 144 64 0.444 36.5 *D+67 ft EB Approach 64.2 E+ R+ T 12/1 0.227 0.226 1746 395 371 0.939 75.2 *E 473 ft L 13/1 0.042 0.042 1882 358 147 0.411 36.4 D+50 ft Bozeman East Mixed-Use Development TIS 05/05/19 2018 - Existing Conditions 20:59:01 Weekday, PM Peak TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.620 (Critical V/C 0.758) Control Delay 24.4 Level of Service C+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" 150"Gavg= 6.8"Gavg= 93.7"Gavg= 6.9"Gavg= 25.7" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 150" Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" Gavg= 6.0"Gavg= 94.4"Gavg= 6.9"Gavg= 25.7" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 9.0 A R+ T 24/2 0.514 0.625 2794 1745 980 0.562 8.7 *A 322 ft 6.8"93.7"6.9"25.6" 6.0"94.4"6.9"25.6" L 13/1 0.085 0.040 1832 343 123 0.358 11.3 B+67 ft NB Approach 9.3 A R+ T 24/2 0.514 0.630 3181 2003 1268 0.633 9.1 A 392 ft L 13/1 0.085 0.045 1893 448 149 0.333 10.4 *B+79 ft WB Approach 59.9 E+ R 11/1 1583 334 154 0.461 52.4 D 201 ft T 11/1 0.242 0.171 1845 316 240 0.761 63.2 E+323 ft L 11/1 0.046 0.046 1773 149 106 0.709 63.4 *E+157 ft EB Approach 74.4 E R+ T 12/1 0.242 0.171 1789 306 278 0.909 77.7 *E 409 ft L 13/1 0.046 0.046 1887 184 137 0.745 67.7 E 105 ft Bozeman East Mixed-Use Development TIS 04/25/19 2018 - Existing Conditions 17:21:49 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Tschache Ln V/C 0.547 (Critical V/C 0.638) Control Delay 11.0 Level of Service B+ Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 2 2 66 4 4 8 8 Cmax=Gmax= 11.0"Gmax= 58.4"Gmax= 35.0" 120"Gavg= 3.9"Gavg= 72.5"Gavg= 28.0" Cavg=Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" 120" Gmax= 11.0"Gmax= 58.4"Gmax= 35.0" Gavg= 2.3"Gavg= 74.1"Gavg= 28.0" Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 9.1 A R 11/1 1566 946 33 0.035 4.7 A 8ft 3.9"72.5"28.0" 2.3"74.1"28.0" T 24/2 0.487 0.604 3532 2134 1552 0.727 9.2 *A 217 ft L 13/1 0.092 0.020 1662 531 19 0.036 8.6 A 9ft NB Approach 5.2 A R 11/1 1554 959 20 0.021 4.1 A 5ft T 24/2 0.487 0.617 3460 2136 587 0.275 4.8 A 70 ft L 13/1 0.092 0.033 1863 255 46 0.180 11.3 *B+20 ft WB Approach 39.5 D+ R+ T 12/1 0.292 0.233 1531 357 24 0.067 35.9 D+27 ft L 13/1 0.292 0.233 1107 233 21 0.090 43.6 D+27 ft EB Approach 38.8 D+ R+ T 12/1 0.292 0.233 1549 361 141 0.390 39.1 D+152 ft L 13/1 0.292 0.233 1399 369 55 0.149 38.0 D+60 ft Bozeman East Mixed-Use Development 04/25/19 2018 - Existing Conditions 17:23:01 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Tschache Ln V/C 0.545 (Critical V/C 0.630) Control Delay 16.4 Level of Service B Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 2 2 66 4 4 8 8 Cmax=Gmax= 16.0"Gmax= 78.4"Gmax= 40.0" 150"Gavg= 5.2"Gavg= 89.2"Gavg= 40.0" Cavg=Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" 150" Gmax= 16.0"Gmax= 78.4"Gmax= 40.0" Gavg= 5.0"Gavg= 89.4"Gavg= 40.0" Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 9.4 A R 11/1 1595 949 44 0.046 6.5 A 15 ft 5.2"89.2"40.0" 5.0"89.4"40.0" T 24/2 0.523 0.595 3571 2124 1151 0.542 9.1 *A 201 ft L 13/1 0.107 0.033 1850 259 91 0.352 14.8 B+55 ft NB Approach 10.7 B+ R 11/1 1595 951 65 0.068 6.5 A 22 ft T 24/2 0.523 0.596 3549 2116 1443 0.682 10.8 B+275 ft L 13/1 0.107 0.035 1852 345 96 0.279 12.4 *B+57 ft WB Approach 49.1 D R+ T 12/1 0.267 0.267 1720 459 150 0.327 46.1 D 191 ft L 13/1 0.267 0.267 1312 302 85 0.282 54.5 D 131 ft EB Approach 52.5 D R+ T 12/1 0.267 0.267 1626 434 148 0.341 46.5 D 190 ft L 13/1 0.267 0.267 1270 298 135 0.453 59.1 E+197 ft Bozeman East Mixed-Use Development 04/25/19 2018 - Existing Conditions 17:17:02 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.513 (Critical V/C 0.702) Control Delay 29.8 Level of Service C Sq 54 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 **/** North 5 1 5 3 2 5 5 m 3 2 76 7 3 3 7 m 5 4 8 8 Cmax=Gmax= 11.0"Gmax= 40.8" Gmax= 11.0"Gmax= 36.1" 120"Gavg= 9.7"Gavg= 47.4" Gavg= 10.1"Gavg= 31.7" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 4.0"Y+Rc= 6.9" 120" Gmax= 20.0" Gmax= 31.8"Gmax= 11.0"Gmax= 36.1" Gavg= 14.0" Gavg= 43.0"Gavg= 10.7"Gavg= 31.1" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 4.0"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 22.3 C+ R 11/1 0.025 0.395 1591 762 72 0.094 13.5 B+40 ft 9.7"47.4"10.1"31.7" 14.0"43.0"10.7"31.1" T 24/2 0.340 0.395 3516 1388 857 0.617 24.1 *C+289 ft L 13/1 0.167 0.117 1840 505 277 0.549 19.1 *B 179 ft NB Approach 21.3 C+ R 11/1 0.025 0.359 1579 707 232 0.328 18.3 B 150 ft T 24/2 0.265 0.359 3455 1239 414 0.334 23.1 *C+153 ft L 13/1 0.092 0.080 1810 342 63 0.184 20.4 C+46 ft WB Approach 31.5 C R 11/1 1540 587 62 0.106 24.0 C+53 ft T 24/2 0.301 0.265 3452 913 160 0.175 34.1 C 84 ft L 13/1 0.092 0.089 1834 250 112 0.448 32.0 *C 105 ft EB Approach 57.3 E+ R+ T 12/1 0.301 0.259 1855 481 444 0.922 62.5 *E+506 ft L 13/1 0.092 0.084 1804 481 76 0.158 27.2 C+69 ft Bozeman East Mixed-Use Development 04/25/19 2018 - Existing Conditions 17:19:55 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.638 (Critical V/C 0.900) Control Delay 39.3 Level of Service D+ Sq 55 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 **/** North 5 1 5 3 2 5 5 3 2 76 7 3 3 7 5 4 7 7 5 4 8 8 Cmax=Gmax= 20.0"Gmax= 46.8" Gmax= 21.0"Gmax= 41.1" 150"Gavg= 13.9"Gavg= 61.3" Gavg= 14.0"Gavg= 39.7" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 4.0"Y+Rc= 6.9" 150" Gmax= 23.0" Gmax= 43.8"Gmax= 26.0" Gmax= 36.1" Gavg= 15.8" Gavg= 59.4"Gavg= 22.7" Gavg= 30.9" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 4.0" Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 26.5 C+ R 11/1 0.020 0.409 1615 811 107 0.132 15.5 B 72 ft 13.9"61.3"14.0"39.7" 15.8"59.4"22.7"30.9" T 24/2 0.312 0.409 3582 1464 814 0.556 26.8 *C+321 ft L 13/1 0.153 0.106 1850 347 266 0.767 30.0 *C 217 ft NB Approach 27.6 C R 11/1 0.020 0.396 1588 869 181 0.208 13.8 B+117 ft T 24/2 0.292 0.396 3589 1421 956 0.673 30.8 *C 413 ft L 13/1 0.133 0.093 1873 388 127 0.327 22.4 C+110 ft WB Approach 53.1 D R 11/1 1591 589 178 0.302 33.8 C 188 ft T 24/2 0.274 0.265 3596 951 687 0.722 51.9 D 410 ft L 13/1 0.173 0.151 1873 354 328 0.926 66.1 *E+407 ft EB Approach 67.5 E R+ T 12/1 0.241 0.206 1800 371 341 0.919 78.3 *E 494 ft L 13/1 0.140 0.093 1874 284 148 0.522 42.7 D+174 ft Bozeman East Mixed-Use Development 04/26/19 2018 - Existing Conditions 12:32:18 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 4 - W Oak St & N 15th Ave V/C 0.469 (Critical V/C 0.432) Control Delay 15.1 Level of Service B Sq 11 Phase 1 Phase 2 **/** North Cmax=Gmax= 30.0"Gmax= 40.0" 82"Gavg= 21.3"Gavg= 25.0" Cavg=Y+Rc= 6.0"Y+Rc= 5.6" 58" Gmax= 30.0"Gmax= 40.0" Gavg= 21.3"Gavg= 25.0" Y+Rc= 6.0"Y+Rc= 5.6" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 12.3 B+ R+ T 12/1 0.366 0.367 1780 655 20 0.031 11.7 B+7ft 21.3"25.0" 21.3"25.0" L 12/1 0.366 0.367 1135 489 9 0.018 13.5 B+4ft NB Approach 12.6 B+ R+ T 12/1 0.366 0.367 1670 615 115 0.187 12.6 B+41 ft L 12/1 0.366 0.367 1399 629 70 0.111 12.5 B+25 ft WB Approach 12.3 B+ R+ T 24/2 0.488 0.431 3525 1522 442 0.290 11.7 B+161 ft L 13/1 0.488 0.431 608 255 37 0.145 20.2 C+21 ft EB Approach 17.0 B R+ T 24/2 0.488 0.431 3535 1526 977 0.640 17.0 B 395 ft L 13/1 0.488 0.431 1001 475 13 0.027 12.5 B+5ft Bozeman East Mixed-Use Development 04/26/19 2018 - Existing Conditions 12:37:07 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 4 - W Oak St & N 15th Ave V/C 0.520 (Critical V/C 0.567) Control Delay 15.9 Level of Service B Sq 11 Phase 1 Phase 2 **/** North Cmax=Gmax= 30.0"Gmax= 40.0" 82"Gavg= 22.0"Gavg= 25.0" Cavg=Y+Rc= 6.0"Y+Rc= 5.6" 59" Gmax= 30.0"Gmax= 40.0" Gavg= 22.0"Gavg= 25.0" Y+Rc= 6.0"Y+Rc= 5.6" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 12.3 B+ R+ T 12/1 0.366 0.373 1685 632 55 0.087 11.9 B+19 ft 22.0"25.0" 22.0"25.0" L 12/1 0.366 0.373 1213 528 21 0.040 13.3 B+8ft NB Approach 14.4 B+ R+ T 12/1 0.366 0.373 1664 624 103 0.165 12.3 B+36 ft L 12/1 0.366 0.373 1358 604 245 0.406 15.3 B 103 ft WB Approach 17.4 B R+ T 24/2 0.488 0.424 3672 1567 1011 0.645 17.4 B 409 ft L 13/1 0.488 0.424 724 315 64 0.203 18.8 B 34 ft EB Approach 14.9 B+ R+ T 24/2 0.488 0.424 3595 1534 791 0.516 14.8 B+310 ft L 13/1 0.488 0.424 589 246 11 0.045 19.0 B 6ft HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 14th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2018 North/South Street North 14th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 0 Configuration L T TR L T TR LTR LTR Volume, V (veh/h)18 672 18 35 356 7 3 7 10 7 5 16 Percent Heavy Vehicles (%)0 2 0 0 0 10 0 12 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.10 4.14 7.50 6.50 6.90 7.70 6.50 7.14 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.20 2.22 3.50 4.00 3.30 3.60 4.00 3.42 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)20 39 22 31 Capacity, c (veh/h)1161 843 251 318 v/c Ratio 0.02 0.05 0.09 0.10 95% Queue Length, Q₉₅ (veh)0.1 0.1 0.3 0.3 Control Delay (s/veh)8.2 9.5 20.7 17.6 Level of Service, LOS A A C C Approach Delay (s/veh)0.2 0.8 20.7 17.6 Approach LOS C C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 11:01:29 AMW-Oak-St+N-14th-Ave_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 14th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2018 North/South Street North 14th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 0 Configuration L T TR L T TR LTR LTR Volume, V (veh/h)7 527 20 19 770 2 14 1 23 8 5 18 Percent Heavy Vehicles (%)0 0 0 0 0 8 0 4 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.10 4.10 7.50 6.50 6.90 7.66 6.50 6.98 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.20 2.20 3.50 4.00 3.30 3.58 4.00 3.34 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 21 41 34 Capacity, c (veh/h)797 988 300 228 v/c Ratio 0.01 0.02 0.14 0.15 95% Queue Length, Q₉₅ (veh)0.0 0.1 0.5 0.5 Control Delay (s/veh)9.6 8.7 18.9 23.5 Level of Service, LOS A A C C Approach Delay (s/veh)0.1 0.2 18.9 23.5 Approach LOS C C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 11:15:29 AMW-Oak-St+N-14th-Ave_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2018 North/South Street North 11th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume, V (veh/h)24 657 2 0 407 15 3 1 1 22 1 13 Percent Heavy Vehicles (%)0 0 17 0 0 5 9 10 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)26 0 5 25 14 Capacity, c (veh/h)1106 888 200 230 744 v/c Ratio 0.02 0.00 0.03 0.11 0.02 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.1 0.4 0.1 Control Delay (s/veh)8.3 9.1 23.5 22.6 9.9 Level of Service, LOS A A C C A Approach Delay (s/veh)0.3 0.0 23.5 18.0 Approach LOS C C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 11:33:19 AMW-Oak-St+N-11th-Ave_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2018 North/South Street North 11th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume, V (veh/h)17 565 2 2 834 19 1 2 4 22 3 22 Percent Heavy Vehicles (%)11 25 0 0 0 3 0 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 Critical Headway (sec)4.32 4.60 7.50 6.50 6.90 7.56 6.50 6.90 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.31 2.45 3.50 4.00 3.30 3.53 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)18 2 7 27 23 Capacity, c (veh/h)689 826 232 123 555 v/c Ratio 0.03 0.00 0.03 0.22 0.04 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.1 0.8 0.1 Control Delay (s/veh)10.4 9.4 21.1 42.4 11.8 Level of Service, LOS B A C E B Approach Delay (s/veh)0.3 0.0 21.1 28.0 Approach LOS C D Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 11:32:10 AMW-Oak-St+N-11th-Ave_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC West Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street BPTC / Lowe's / Wendy's W Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)10 33 8 0 27 0 7 0 1 0 0 3 Percent Heavy Vehicles (%)0 0 10 0 100 0 0 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.10 4.10 7.20 6.50 7.20 8.10 7.50 6.70 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.20 2.20 3.59 4.00 4.20 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)11 0 9 3 Capacity, c (veh/h)1596 1575 854 1044 v/c Ratio 0.01 0.00 0.01 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.0 0.0 Control Delay (s/veh)7.3 7.3 9.3 8.5 Level of Service, LOS A A A A Approach Delay (s/veh)1.5 0.0 9.3 8.5 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 1:24:26 PMTschache-Ln+Bridger-Peaks-TC+Lowes_West_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC West Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street BPTC / Lowe's / Wendy's W Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)29 71 35 0 119 1 66 12 4 2 19 35 Percent Heavy Vehicles (%)0 0 1 0 0 0 0 0 Proportion Time Blocked 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.10 4.10 7.14 6.50 6.20 8.10 7.59 6.70 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.20 2.20 3.54 4.00 3.30 3.50 4.08 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)33 0 92 63 Capacity, c (veh/h)1224 1482 583 714 v/c Ratio 0.03 0.00 0.16 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.6 0.3 Control Delay (s/veh)8.0 7.4 12.3 10.5 Level of Service, LOS A A B B Approach Delay (s/veh)1.9 0.0 12.3 10.5 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 1:44:28 PMTschache-Ln+Bridger-Peaks-TC+Lowes_West_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC East Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street BPTC / Lowe's / Wendy's E Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.71 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)16 15 5 2 7 1 10 7 1 0 5 9 Percent Heavy Vehicles (%)15 100 27 0 0 0 17 24 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)23 3 25 20 Capacity, c (veh/h)1524 1130 809 892 v/c Ratio 0.01 0.00 0.03 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)7.4 8.2 9.6 9.1 Level of Service, LOS A A A A Approach Delay (s/veh)3.3 1.7 9.6 9.1 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 2:32:43 PMTschache-Ln+Bridger-Peaks-TC+Lowes_East_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC East Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street BPTC / Lowe's / Wendy's E Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)40 17 28 1 8 1 57 28 8 2 17 50 Percent Heavy Vehicles (%)0 0 4 0 0 0 9 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.10 4.10 7.14 6.50 6.20 8.10 7.59 6.70 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.20 2.20 3.54 4.00 3.30 3.50 4.08 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)45 1 104 78 Capacity, c (veh/h)1623 1563 732 925 v/c Ratio 0.03 0.00 0.14 0.08 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.5 0.3 Control Delay (s/veh)7.3 7.3 10.7 9.2 Level of Service, LOS A A B A Approach Delay (s/veh)3.5 0.7 10.7 9.2 Approach LOS B A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 2:34:48 PMTschache-Ln+Bridger-Peaks-TC+Lowes_East_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC Svc Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street BPTC Service Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.72 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h)5 11 0 5 4 0 Percent Heavy Vehicles (%)0 88 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 7.28 6.20 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 4.29 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)0 6 Capacity, c (veh/h)1607 813 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.2 9.5 Level of Service, LOS A A Approach Delay (s/veh)0.0 9.5 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 2:47:32 PMTschache-Ln+Bridger-Peaks-TC-Service-Dr_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC Svc Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street BPTC Service Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.93 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h)10 3 5 13 3 2 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.20 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)5 5 Capacity, c (veh/h)1615 1012 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.2 8.6 Level of Service, LOS A A Approach Delay (s/veh)2.0 8.6 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 2:50:15 PMTschache-Ln+Bridger-Peaks-TC-Service-Dr_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street Sacco Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.65 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume, V (veh/h)5 1 1 0 1 4 Percent Heavy Vehicles (%)15 0 75 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.25 7.00 7.25 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.34 3.50 3.97 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 8 Capacity, c (veh/h)1536 920 v/c Ratio 0.01 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.4 8.9 Level of Service, LOS A A Approach Delay (s/veh)6.1 8.9 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 3:02:06 PMTschache-Ln+Sacco-Dr_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2018 North/South Street Sacco Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.88 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume, V (veh/h)13 1 2 0 1 8 Percent Heavy Vehicles (%)5 0 9 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.15 7.00 6.59 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.24 3.50 3.38 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)15 10 Capacity, c (veh/h)1599 1046 v/c Ratio 0.01 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.3 8.5 Level of Service, LOS A A Approach Delay (s/veh)6.8 8.5 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 3:04:10 PMTschache-Ln+Sacco-Dr_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2018 North/South Street Sacco Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume, V (veh/h)6 235 3 6 158 3 2 1 3 5 0 5 Percent Heavy Vehicles (%)34 9 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.44 4.19 7.10 6.50 6.20 7.70 7.10 6.50 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.51 2.28 3.50 4.00 3.30 3.50 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)6 6 6 11 Capacity, c (veh/h)1232 1273 622 617 v/c Ratio 0.01 0.01 0.01 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.0 0.1 Control Delay (s/veh)7.9 7.8 10.8 10.9 Level of Service, LOS A A B B Approach Delay (s/veh)0.2 0.3 10.8 10.9 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 3:46:42 PMBaxter-Ln+Sacco-Dr_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2018 North/South Street Sacco Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume, V (veh/h)2 253 5 11 371 1 2 0 14 4 0 3 Percent Heavy Vehicles (%)0 0 0 0 0 15 0 0 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 Critical Headway (sec)4.10 4.10 7.10 6.50 6.20 7.85 7.10 6.50 Base Follow-Up Headway (sec)2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Follow-Up Headway (sec)2.20 2.20 3.50 4.00 3.30 3.64 4.00 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 12 17 7 Capacity, c (veh/h)1174 1301 671 378 v/c Ratio 0.00 0.01 0.03 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)8.1 7.8 10.5 14.7 Level of Service, LOS A A B B Approach Delay (s/veh)0.1 0.2 10.5 14.7 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 3:51:34 PMBaxter-Ln+Sacco-Dr_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Boothill Ct Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2018 North/South Street Boothill Court Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.96 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 0 1 0 0 0 0 0 1 0 Configuration L T TR LR Volume, V (veh/h)1 14 226 149 27 11 7 Percent Heavy Vehicles (%)0 0 5 0 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)2.0 4.1 7.1 6.2 Critical Headway (sec)2.00 4.10 7.05 6.50 Base Follow-Up Headway (sec)2.0 2.2 3.5 3.3 Follow-Up Headway (sec)2.00 2.20 3.54 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)16 19 Capacity, c (veh/h)1425 623 v/c Ratio 0.01 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.1 Control Delay (s/veh)7.6 11.0 Level of Service, LOS A B Approach Delay (s/veh)0.5 11.0 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 4:17:01 PMBaxter-Ln+Boothill-Ct_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Boothill Ct Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2018 North/South Street Boothill Court Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.96 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 0 1 0 0 0 0 0 1 0 Configuration L T TR LR Volume, V (veh/h)11 235 344 32 25 22 Percent Heavy Vehicles (%)5 0 3 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.15 7.00 6.53 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.24 3.50 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)11 49 Capacity, c (veh/h)1153 481 v/c Ratio 0.01 0.10 95% Queue Length, Q₉₅ (veh)0.0 0.3 Control Delay (s/veh)8.2 13.3 Level of Service, LOS A B Approach Delay (s/veh)0.4 13.3 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 4:19:25 PMBaxter-Ln+Boothill-Ct_PM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2018 North/South Street North 11th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume, V (veh/h)214 38 9 162 20 11 Percent Heavy Vehicles (%)0 0 8 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.28 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.37 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 34 Capacity, c (veh/h)1299 625 v/c Ratio 0.01 0.05 95% Queue Length, Q₉₅ (veh)0.0 0.2 Control Delay (s/veh)7.8 11.1 Level of Service, LOS A B Approach Delay (s/veh)0.4 11.1 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 4:31:06 PMBaxter-Ln+N-11th-Ave_AM_2018-Ex.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2018 North/South Street North 11th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.82 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Ex. Conditions Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume, V (veh/h)226 24 4 338 45 10 Percent Heavy Vehicles (%)0 6 8 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec)4.1 7.1 6.2 Critical Headway (sec)4.10 6.40 6.28 Base Follow-Up Headway (sec)2.2 3.5 3.3 Follow-Up Headway (sec)2.20 3.50 3.37 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)5 67 Capacity, c (veh/h)1267 428 v/c Ratio 0.00 0.16 95% Queue Length, Q₉₅ (veh)0.0 0.6 Control Delay (s/veh)7.9 15.0 Level of Service, LOS A B Approach Delay (s/veh)0.1 15.0 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 4/29/2019 4:33:01 PMBaxter-Ln+N-11th-Ave_PM_2018-Ex.xtw APPENDIX D-2 ESTIMATED 2022 BACKGROUND TRAFFIC Bozeman East Mixed-Use Development TIS 05/05/19 2022 - Estimated Background Traffic 20:20:14 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.657 (Critical V/C 0.899) Control Delay 35.5 Level of Service D+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 m 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" 120"Gavg= 4.6"Gavg= 66.0"Gavg= 5.1"Gavg= 27.3" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 120" Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" Gavg= 5.0"Gavg= 65.6"Gavg= 5.1"Gavg= 27.3" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 19.1 B R+ T 24/2 0.547 0.550 2818 1550 1241 0.801 20.2 *C+645 ft 4.6"66.0"5.1"27.3" 5.0"65.6"5.1"27.3" L 13/1 0.042 0.042 1852 590 219 0.371 13.2 *B+33 ft NB Approach 10.3 B+ R+ T 24/2 0.547 0.547 3037 1661 507 0.305 9.2 A 207 ft L 13/1 0.042 0.039 1865 257 79 0.308 16.9 B 41 ft WB Approach 38.2 D+ R 11/1 1543 415 42 0.101 33.0 C 43 ft T 11/1 0.227 0.227 1863 424 146 0.345 39.2 D+154 ft L 11/1 0.042 0.042 1699 132 75 0.569 39.2 *D+82 ft EB Approach 97.9 F R+ T 12/1 0.227 0.227 1746 397 437 1.101 121.5 *F 684 ft L 13/1 0.042 0.042 1882 344 173 0.503 38.3 D+88 ft Bozeman East Mixed-Use Development TIS 05/06/19 2022 - Estimated Background Traffic 03:38:06 Weekday, PM Peak TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.693 (Critical V/C 0.825) Control Delay 31.0 Level of Service C Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" 150"Gavg= 8.1"Gavg= 88.3"Gavg= 6.9"Gavg= 29.7" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 150" Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" Gavg= 7.2"Gavg= 89.2"Gavg= 6.9"Gavg= 29.7" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 13.3 B+ R+ T 24/2 0.514 0.589 2786 1640 1040 0.634 12.9 *B+450 ft 8.1"88.3"6.9"29.7" 7.2"89.2"6.9"29.7" L 13/1 0.085 0.048 1832 301 145 0.481 16.0 B 89 ft NB Approach 13.8 B+ R+ T 24/2 0.514 0.595 3176 1889 1339 0.709 13.8 B+586 ft L 13/1 0.085 0.054 1893 397 176 0.443 13.8 *B+104 ft WB Approach 67.3 E+ R 11/1 1583 389 181 0.465 48.8 D 224 ft T 11/1 0.242 0.198 1845 366 283 0.773 63.1 E+376 ft L 11/1 0.046 0.046 1773 148 135 0.910 101.0 *F 157 ft EB Approach 82.7 F R+ T 12/1 0.242 0.198 1788 355 328 0.925 81.4 *F 486 ft L 13/1 0.046 0.046 1887 187 161 0.863 85.2 F 172 ft Bozeman East Mixed-Use Development TIS 05/01/19 2022 - Estimated Background Traffic 16:44:31 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Tschache Ln V/C 0.568 (Critical V/C 0.684) Control Delay 12.5 Level of Service B+ Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 2 2 66 4 4 8 8 Cmax=Gmax= 11.0"Gmax= 58.4"Gmax= 35.0" 120"Gavg= 4.1"Gavg= 72.3"Gavg= 28.0" Cavg=Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" 120" Gmax= 11.0"Gmax= 58.4"Gmax= 35.0" Gavg= 2.8"Gavg= 73.6"Gavg= 28.0" Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 9.9 A R 11/1 1560 940 45 0.048 4.9 A 12 ft 4.1"72.3"28.0" 2.8"73.6"28.0" T 24/2 0.487 0.603 3532 2128 1621 0.762 10.1 *B+231 ft L 13/1 0.092 0.023 1694 527 24 0.046 8.6 A 11 ft NB Approach 5.5 A R 11/1 1543 947 29 0.031 4.3 A 7ft T 24/2 0.487 0.614 3460 2124 613 0.289 5.0 A 75 ft L 13/1 0.092 0.034 1863 239 51 0.213 12.3 *B+22 ft WB Approach 39.2 D+ R+ T 12/1 0.292 0.233 1498 349 39 0.112 36.3 D+44 ft L 13/1 0.292 0.233 1122 217 19 0.088 45.2 D 25 ft EB Approach 40.1 D+ R+ T 12/1 0.292 0.233 1565 365 170 0.465 39.9 D+179 ft L 13/1 0.292 0.233 1398 358 105 0.294 40.4 D+119 ft Bozeman East Mixed-Use Development 05/01/19 2022 - Estimated Background Traffic 16:48:29 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Tschache Ln V/C 0.571 (Critical V/C 0.683) Control Delay 17.5 Level of Service B Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 2 2 66 4 4 8 8 Cmax=Gmax= 16.0"Gmax= 78.4"Gmax= 40.0" 150"Gavg= 5.8"Gavg= 88.6"Gavg= 40.0" Cavg=Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" 150" Gmax= 16.0"Gmax= 78.4"Gmax= 40.0" Gavg= 5.2"Gavg= 89.2"Gavg= 40.0" Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 10.0 A R 11/1 1595 942 87 0.092 6.9 A 31 ft 5.8"88.6"40.0" 5.2"89.2"40.0" T 24/2 0.523 0.591 3571 2109 1202 0.570 9.7 *A 216 ft L 13/1 0.107 0.035 1843 243 96 0.395 16.1 B 60 ft NB Approach 11.4 B+ R 11/1 1595 948 74 0.078 6.6 A 26 ft T 24/2 0.523 0.594 3549 2110 1507 0.714 11.6 B+305 ft L 13/1 0.107 0.039 1845 324 111 0.343 13.1 *B+67 ft WB Approach 50.4 D R+ T 12/1 0.267 0.267 1729 461 160 0.347 46.5 D 202 ft L 13/1 0.267 0.267 1301 287 96 0.334 57.0 E+147 ft EB Approach 55.3 E+ R+ T 12/1 0.267 0.267 1630 435 165 0.380 47.4 D 210 ft L 13/1 0.267 0.267 1260 290 160 0.552 63.5 E+236 ft Bozeman East Mixed-Use Development 05/01/19 2022 - Estimated Background Traffic 17:21:59 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.564 (Critical V/C 0.759) Control Delay 32.7 Level of Service C Sq 54 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 **/** North 5 1 5 3 2 5 5 m 3 2 76 7 3 3 7 m 5 4 8 8 Cmax=Gmax= 11.0"Gmax= 40.8" Gmax= 11.0"Gmax= 36.1" 120"Gavg= 9.9"Gavg= 44.3" Gavg= 10.3"Gavg= 34.3" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 4.0"Y+Rc= 6.9" 120" Gmax= 20.0" Gmax= 31.8"Gmax= 11.0"Gmax= 36.1" Gavg= 15.8" Gavg= 38.4"Gavg= 10.8"Gavg= 33.9" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 4.0"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 25.9 C+ R 11/1 0.025 0.369 1591 725 80 0.110 15.2 B 49 ft 9.9"44.3"10.3"34.3" 15.8"38.4"10.8"33.9" T 24/2 0.340 0.369 3516 1298 896 0.690 28.2 *C 333 ft L 13/1 0.167 0.131 1840 484 306 0.632 21.9 *C+207 ft NB Approach 25.3 C+ R 11/1 0.025 0.320 1579 648 256 0.395 22.4 C+181 ft T 24/2 0.265 0.320 3455 1107 432 0.390 27.3 *C+173 ft L 13/1 0.092 0.082 1810 311 69 0.222 23.3 C+55 ft WB Approach 30.0 C R 11/1 1540 643 68 0.106 21.4 C+54 ft T 24/2 0.301 0.286 3452 988 177 0.179 32.3 C 90 ft L 13/1 0.092 0.090 1834 247 123 0.498 31.4 *C 112 ft EB Approach 59.5 E+ R+ T 12/1 0.301 0.282 1856 524 492 0.939 65.3 *E+568 ft L 13/1 0.092 0.086 1804 500 84 0.168 25.3 C+74 ft Bozeman East Mixed-Use Development 05/01/19 2022 - Estimated Background Traffic 17:25:28 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.700 (Critical V/C 0.948) Control Delay 45.2 Level of Service D Sq 55 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 **/** North 5 1 5 3 2 5 5 3 2 76 7 3 3 7 5 4 7 7 5 4 8 8 Cmax=Gmax= 20.0"Gmax= 46.8" Gmax= 21.0"Gmax= 41.1" 150"Gavg= 14.0"Gavg= 56.0" Gavg= 14.0"Gavg= 45.0" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 4.0"Y+Rc= 6.9" 150" Gmax= 23.0" Gmax= 43.8"Gmax= 26.0" Gmax= 36.1" Gavg= 18.1" Gavg= 51.8"Gavg= 25.5" Gavg= 33.5" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 4.0" Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 35.7 D+ R 11/1 0.020 0.373 1615 753 119 0.158 18.7 B 91 ft 14.0"56.0"14.0"45.0" 18.1"51.8"25.5"33.5" T 24/2 0.312 0.373 3582 1337 850 0.636 32.5 *C 380 ft L 13/1 0.153 0.121 1850 323 295 0.913 51.7 *D 296 ft NB Approach 36.6 D+ R 11/1 0.020 0.346 1588 818 200 0.244 17.0 B 142 ft T 24/2 0.292 0.346 3589 1240 999 0.805 41.8 *D+517 ft L 13/1 0.133 0.093 1873 343 140 0.408 27.4 C+132 ft WB Approach 52.6 D R 11/1 1591 669 197 0.294 29.0 C 191 ft T 24/2 0.274 0.300 3596 1078 762 0.707 48.5 D 438 ft L 13/1 0.173 0.170 1873 384 363 0.944 74.1 *E 473 ft EB Approach 71.0 E R+ T 12/1 0.241 0.223 1800 402 377 0.937 83.9 *F 560 ft L 13/1 0.140 0.093 1874 292 164 0.563 41.4 D+187 ft Bozeman East Mixed-Use Development 05/02/19 2022 - Estimated Background Traffic 12:40:37 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 4 - W Oak St & N 15th Ave V/C 0.516 (Critical V/C 0.466) Control Delay 16.2 Level of Service B Sq 11 Phase 1 Phase 2 **/** North Cmax=Gmax= 30.0"Gmax= 40.0" 82"Gavg= 21.4"Gavg= 25.0" Cavg=Y+Rc= 6.0"Y+Rc= 5.6" 58" Gmax= 30.0"Gmax= 40.0" Gavg= 21.4"Gavg= 25.0" Y+Rc= 6.0"Y+Rc= 5.6" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 12.3 B+ R+ T 12/1 0.366 0.369 1770 653 21 0.032 11.7 B+7ft 21.4"25.0" 21.4"25.0" L 12/1 0.366 0.369 1176 501 11 0.022 13.5 B+4ft NB Approach 12.6 B+ R+ T 12/1 0.366 0.369 1670 616 118 0.192 12.6 B+42 ft L 12/1 0.366 0.369 1398 629 71 0.113 12.5 B+25 ft WB Approach 12.8 B+ R+ T 24/2 0.488 0.431 3522 1518 493 0.325 12.0 B+183 ft L 13/1 0.488 0.431 557 227 38 0.167 22.3 C+23 ft EB Approach 18.7 B R+ T 24/2 0.488 0.431 3541 1527 1070 0.701 18.8 B 447 ft L 13/1 0.488 0.431 955 447 16 0.036 13.1 B+6ft Bozeman East Mixed-Use Development 05/02/19 2022 - Estimated Background Traffic 12:43:52 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 4 - W Oak St & N 15th Ave V/C 0.574 (Critical V/C 0.610) Control Delay 17.2 Level of Service B Sq 11 Phase 1 Phase 2 **/** North Cmax=Gmax= 30.0"Gmax= 40.0" 82"Gavg= 22.0"Gavg= 25.0" Cavg=Y+Rc= 6.0"Y+Rc= 5.6" 59" Gmax= 30.0"Gmax= 40.0" Gavg= 22.0"Gavg= 25.0" Y+Rc= 6.0"Y+Rc= 5.6" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 12.3 B+ R+ T 12/1 0.366 0.373 1667 625 58 0.093 11.9 B+20 ft 22.0"25.0" 22.0"25.0" L 12/1 0.366 0.373 1198 522 24 0.046 13.3 B+9ft NB Approach 14.6 B+ R+ T 12/1 0.366 0.373 1664 624 106 0.170 12.3 B+37 ft L 12/1 0.366 0.373 1354 601 250 0.416 15.5 B 106 ft WB Approach 19.5 B R+ T 24/2 0.488 0.424 3671 1567 1122 0.716 19.4 B 473 ft L 13/1 0.488 0.424 672 287 65 0.227 20.4 C+36 ft EB Approach 15.8 B R+ T 24/2 0.488 0.424 3598 1536 870 0.567 15.7 B 345 ft L 13/1 0.488 0.424 530 215 13 0.060 21.0 C+8ft HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 14th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 14th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 0 Configuration L T TR L T TR LTR LTR Volume, V (veh/h)18 745 18 36 394 7 3 7 10 7 5 16 Percent Heavy Vehicles (%)0 2 0 0 0 10 0 12 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)20 40 22 31 Capacity, c (veh/h)1119 785 214 277 v/c Ratio 0.02 0.05 0.10 0.11 95% Queue Length, Q₉₅ (veh)0.1 0.2 0.3 0.4 Control Delay (s/veh)8.3 9.8 23.7 19.7 Level of Service, LOS A A C C Approach Delay (s/veh)0.2 0.8 23.7 19.7 Approach LOS C C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 1:33:13 PMW-Oak-St+N-14th-Ave_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 14th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 14th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 0 Configuration L T TR L T TR LTR LTR Volume, V (veh/h)7 531 20 19 776 2 14 1 23 8 5 18 Percent Heavy Vehicles (%)0 0 0 0 0 13 0 6 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 21 42 34 Capacity, c (veh/h)780 974 286 211 v/c Ratio 0.01 0.02 0.15 0.16 95% Queue Length, Q₉₅ (veh)0.0 0.1 0.5 0.6 Control Delay (s/veh)9.7 8.8 19.7 25.3 Level of Service, LOS A A C D Approach Delay (s/veh)0.1 0.2 19.7 25.3 Approach LOS C D Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 1:36:04 PMW-Oak-St+N-14th-Ave_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume, V (veh/h)24 728 2 0 451 16 3 1 1 23 1 13 Percent Heavy Vehicles (%)0 0 17 0 0 5 9 10 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)26 0 5 26 14 Capacity, c (veh/h)1061 831 168 197 717 v/c Ratio 0.02 0.00 0.03 0.13 0.02 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.1 0.5 0.1 Control Delay (s/veh)8.5 9.3 27.2 26.0 10.1 Level of Service, LOS A A D D B Approach Delay (s/veh)0.3 0.0 27.2 20.4 Approach LOS D C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 2:05:36 PMW-Oak-St+N-11th-Ave_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume, V (veh/h)17 626 2 2 924 20 1 2 4 23 3 22 Percent Heavy Vehicles (%)11 25 0 0 0 5 0 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)18 2 7 28 23 Capacity, c (veh/h)630 776 191 96 516 v/c Ratio 0.03 0.00 0.04 0.29 0.05 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.1 1.1 0.1 Control Delay (s/veh)10.9 9.7 24.6 56.9 12.3 Level of Service, LOS B A C F B Approach Delay (s/veh)0.3 0.0 24.6 36.5 Approach LOS C E Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 2:07:42 PMW-Oak-St+N-11th-Ave_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC West Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's W Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)12 52 9 0 38 0 7 0 1 0 0 3 Percent Heavy Vehicles (%)0 0 15 0 100 0 0 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)13 0 9 3 Capacity, c (veh/h)1580 1546 798 1026 v/c Ratio 0.01 0.00 0.01 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.0 0.0 Control Delay (s/veh)7.3 7.3 9.6 8.5 Level of Service, LOS A A A A Approach Delay (s/veh)1.3 0.0 9.6 8.5 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 7:37:37 PMTschache-Ln+Bridger-Peaks-TC+Lowes_West_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC West Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's W Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)30 90 36 0 137 1 68 12 4 2 19 36 Percent Heavy Vehicles (%)0 0 2 0 0 0 0 0 Proportion Time Blocked 0.400 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)32 0 88 60 Capacity, c (veh/h)979 1464 561 697 v/c Ratio 0.03 0.00 0.16 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.6 0.3 Control Delay (s/veh)8.8 7.5 12.6 10.7 Level of Service, LOS A A B B Approach Delay (s/veh)1.9 0.0 12.6 10.7 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 7:42:36 PMTschache-Ln+Bridger-Peaks-TC+Lowes_West_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC East Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's E Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)19 30 6 2 17 1 11 7 1 0 5 9 Percent Heavy Vehicles (%)11 100 27 0 0 0 20 22 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)24 3 24 18 Capacity, c (veh/h)1536 1111 778 866 v/c Ratio 0.02 0.00 0.03 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)7.4 8.2 9.8 9.2 Level of Service, LOS A A A A Approach Delay (s/veh)2.6 0.8 9.8 9.2 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 8:41:26 PMTschache-Ln+Bridger-Peaks-TC+Lowes_East_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC East Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's E Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)42 33 29 1 23 1 59 28 8 2 17 51 Percent Heavy Vehicles (%)0 0 4 0 0 0 6 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)47 1 107 79 Capacity, c (veh/h)1600 1538 689 894 v/c Ratio 0.03 0.00 0.15 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.5 0.3 Control Delay (s/veh)7.3 7.3 11.2 9.4 Level of Service, LOS A A B A Approach Delay (s/veh)3.1 0.3 11.2 9.4 Approach LOS B A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 8:45:08 PMTschache-Ln+Bridger-Peaks-TC+Lowes_East_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC Svc Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC Service Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h)20 11 0 15 4 0 Percent Heavy Vehicles (%)0 88 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)0 5 Capacity, c (veh/h)1584 780 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.3 9.6 Level of Service, LOS A A Approach Delay (s/veh)0.0 9.6 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 8:54:12 PMTschache-Ln+Bridger-Peaks-TC-Service-Dr_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC Svc Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC Service Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.93 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h)26 3 5 28 3 2 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)5 5 Capacity, c (veh/h)1592 977 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.3 8.7 Level of Service, LOS A A Approach Delay (s/veh)1.1 8.7 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 8:57:36 PMTschache-Ln+Bridger-Peaks-TC-Service-Dr_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.72 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume, V (veh/h)6 15 11 0 1 4 Percent Heavy Vehicles (%)17 0 75 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 7 Capacity, c (veh/h)1512 897 v/c Ratio 0.01 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.4 9.0 Level of Service, LOS A A Approach Delay (s/veh)2.1 9.0 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 9:54:06 PMTschache-Ln+Sacco-Dr_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.88 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 0 0 0 1 0 Configuration LT TR LR Volume, V (veh/h)13 17 17 0 1 8 Percent Heavy Vehicles (%)8 0 13 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)15 10 Capacity, c (veh/h)1555 1008 v/c Ratio 0.01 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.3 8.6 Level of Service, LOS A A Approach Delay (s/veh)3.2 8.6 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 9:57:41 PMTschache-Ln+Sacco-Dr_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume, V (veh/h)6 278 3 6 186 3 2 1 4 5 0 5 Percent Heavy Vehicles (%)34 9 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)6 6 7 11 Capacity, c (veh/h)1200 1224 588 559 v/c Ratio 0.01 0.01 0.01 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.0 0.1 Control Delay (s/veh)8.0 8.0 11.2 11.6 Level of Service, LOS A A B B Approach Delay (s/veh)0.2 0.2 11.2 11.6 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 10:22:36 PMBaxter-Ln+Sacco-Dr_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume, V (veh/h)2 298 5 11 437 1 2 0 15 4 0 3 Percent Heavy Vehicles (%)0 0 0 0 0 15 0 0 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 12 18 7 Capacity, c (veh/h)1106 1249 618 315 v/c Ratio 0.00 0.01 0.03 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)8.3 7.9 11.0 16.7 Level of Service, LOS A A B C Approach Delay (s/veh)0.1 0.2 11.0 16.7 Approach LOS B C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 10:25:48 PMBaxter-Ln+Sacco-Dr_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Boothill Ct Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Boothill Court Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.96 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 0 1 0 0 0 0 0 1 0 Configuration L T TR LR Volume, V (veh/h)1 15 269 176 27 11 7 Percent Heavy Vehicles (%)0 0 5 0 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)17 19 Capacity, c (veh/h)1392 568 v/c Ratio 0.01 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.1 Control Delay (s/veh)7.6 11.6 Level of Service, LOS A B Approach Delay (s/veh)0.4 11.6 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 10:44:58 PMBaxter-Ln+Boothill-Ct_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Boothill Ct Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Boothill Court Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.96 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 0 1 0 0 0 0 0 1 0 Configuration L T TR LR Volume, V (veh/h)11 277 406 32 25 23 Percent Heavy Vehicles (%)5 0 4 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)11 50 Capacity, c (veh/h)1091 421 v/c Ratio 0.01 0.12 95% Queue Length, Q₉₅ (veh)0.0 0.4 Control Delay (s/veh)8.3 14.7 Level of Service, LOS A B Approach Delay (s/veh)0.3 14.7 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 10:47:40 PMBaxter-Ln+Boothill-Ct_PM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume, V (veh/h)263 39 9 194 21 11 Percent Heavy Vehicles (%)0 0 8 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 35 Capacity, c (veh/h)1241 561 v/c Ratio 0.01 0.06 95% Queue Length, Q₉₅ (veh)0.0 0.2 Control Delay (s/veh)7.9 11.8 Level of Service, LOS A B Approach Delay (s/veh)0.4 11.8 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 11:15:06 PMBaxter-Ln+N-11th-Ave_AM_2022-Bkgnd.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.82 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Background Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume, V (veh/h)277 24 4 406 45 10 Percent Heavy Vehicles (%)0 6 10 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)5 67 Capacity, c (veh/h)1203 355 v/c Ratio 0.00 0.19 95% Queue Length, Q₉₅ (veh)0.0 0.7 Control Delay (s/veh)8.0 17.5 Level of Service, LOS A C Approach Delay (s/veh)0.1 17.5 Approach LOS C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/2/2019 11:17:26 PMBaxter-Ln+N-11th-Ave_PM_2022-Bkgnd.xtw APPENDIX D-3 ESTIMATED 2022 TOTAL TRAFFIC Bozeman East Mixed-Use Development TIS 05/05/19 2022 - Estimated Total Traffic 20:33:10 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.660 (Critical V/C 0.902) Control Delay 35.8 Level of Service D+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 m 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" 120"Gavg= 4.7"Gavg= 66.0"Gavg= 5.1"Gavg= 27.3" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 120" Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" Gavg= 5.0"Gavg= 65.6"Gavg= 5.1"Gavg= 27.3" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 19.3 B R+ T 24/2 0.547 0.550 2818 1550 1246 0.804 20.4 *C+652 ft 4.7"66.0"5.1"27.3" 5.0"65.6"5.1"27.3" L 13/1 0.042 0.042 1852 583 221 0.379 13.3 *B+37 ft NB Approach 10.3 B+ R+ T 24/2 0.547 0.547 3042 1664 520 0.313 9.3 A 212 ft L 13/1 0.042 0.039 1854 254 80 0.315 17.1 B 42 ft WB Approach 38.2 D+ R 11/1 1553 418 49 0.117 33.2 C 50 ft T 11/1 0.227 0.227 1870 425 152 0.357 39.4 D+159 ft L 11/1 0.042 0.042 1702 132 75 0.569 39.2 *D+82 ft EB Approach 99.0 F R+ T 12/1 0.227 0.227 1748 397 439 1.105 122.9 *F 690 ft L 13/1 0.042 0.042 1882 338 173 0.512 38.5 D+89 ft Bozeman East Mixed-Use Development TIS 05/06/19 2022 - Estimated Total Traffic 03:24:18 Weekday, PM Peak TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.701 (Critical V/C 0.832) Control Delay 31.4 Level of Service C Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" 150"Gavg= 8.2"Gavg= 87.7"Gavg= 6.9"Gavg= 30.3" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 150" Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" Gavg= 7.5"Gavg= 88.4"Gavg= 6.9"Gavg= 30.3" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 14.0 B+ R+ T 24/2 0.514 0.585 2786 1629 1051 0.645 13.6 *B+474 ft 8.2"87.7"6.9"30.3" 7.5"88.4"6.9"30.3" L 13/1 0.085 0.050 1837 298 154 0.516 17.0 B 96 ft NB Approach 14.7 B+ R+ T 24/2 0.514 0.589 3175 1870 1347 0.720 14.7 B+627 ft L 13/1 0.085 0.055 1889 389 177 0.455 14.4 *B+107 ft WB Approach 66.7 E+ R 11/1 1583 399 184 0.462 48.1 D 225 ft T 11/1 0.242 0.202 1849 373 286 0.767 62.5 E+377 ft L 11/1 0.046 0.046 1773 148 135 0.912 101.1 *F 157 ft EB Approach 82.3 F R+ T 12/1 0.242 0.202 1786 360 334 0.927 81.9 *F 497 ft L 13/1 0.046 0.046 1882 188 161 0.854 83.0 F 170 ft Bozeman East Mixed-Use Development TIS 05/03/19 2022 - Estimated Total Traffic 08:58:59 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Tschache Ln V/C 0.562 (Critical V/C 0.684) Control Delay 13.0 Level of Service B+ Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 2 2 66 4 4 8 8 Cmax=Gmax= 11.0"Gmax= 58.4"Gmax= 35.0" 120"Gavg= 4.1"Gavg= 72.3"Gavg= 28.0" Cavg=Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" 120" Gmax= 11.0"Gmax= 58.4"Gmax= 35.0" Gavg= 3.0"Gavg= 73.4"Gavg= 28.0" Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 9.9 A R 11/1 1560 940 45 0.048 4.9 A 12 ft 4.1"72.3"28.0" 3.0"73.4"28.0" T 24/2 0.487 0.603 3532 2128 1621 0.762 10.1 *B+231 ft L 13/1 0.092 0.025 1720 532 28 0.053 8.5 A 13 ft NB Approach 5.6 A R 11/1 1557 952 39 0.041 4.4 A 9ft T 24/2 0.487 0.611 3460 2116 613 0.290 5.1 A 77 ft L 13/1 0.092 0.034 1863 239 51 0.213 12.3 *B+22 ft WB Approach 42.5 D+ R+ T 12/1 0.292 0.233 1581 369 42 0.114 36.3 D+46 ft L 13/1 0.292 0.233 1211 229 59 0.258 46.9 D 75 ft EB Approach 40.1 D+ R+ T 12/1 0.292 0.233 1567 366 171 0.468 39.9 D+180 ft L 13/1 0.292 0.233 1394 356 105 0.295 40.4 D+119 ft Bozeman East Mixed-Use Development 05/03/19 2022 - Estimated Total Traffic 09:07:48 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Tschache Ln V/C 0.573 (Critical V/C 0.684) Control Delay 18.0 Level of Service B Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 2 2 66 4 4 8 8 Cmax=Gmax= 16.0"Gmax= 78.4"Gmax= 40.0" 150"Gavg= 5.8"Gavg= 88.6"Gavg= 40.0" Cavg=Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" 150" Gmax= 16.0"Gmax= 78.4"Gmax= 40.0" Gavg= 5.6"Gavg= 88.8"Gavg= 40.0" Y+Rc= 4.0"Y+Rc= 5.6"Y+Rc= 6.0" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 10.1 B+ R 11/1 1595 942 87 0.092 6.9 A 31 ft 5.8"88.6"40.0" 5.6"88.8"40.0" T 24/2 0.523 0.591 3571 2109 1202 0.570 9.7 *A 216 ft L 13/1 0.107 0.038 1845 243 107 0.440 16.7 B 66 ft NB Approach 11.7 B+ R 11/1 1595 944 100 0.106 6.9 A 36 ft T 24/2 0.523 0.592 3549 2100 1507 0.718 11.9 B+313 ft L 13/1 0.107 0.039 1845 324 111 0.343 13.1 *B+67 ft WB Approach 51.8 D R+ T 12/1 0.267 0.267 1726 460 168 0.365 46.9 D 211 ft L 13/1 0.267 0.267 1300 285 113 0.396 59.0 E+170 ft EB Approach 55.9 E+ R+ T 12/1 0.267 0.267 1634 436 168 0.386 47.5 D 214 ft L 13/1 0.267 0.267 1251 283 160 0.566 64.7 E+238 ft Bozeman East Mixed-Use Development 05/03/19 2022 - Estimated Total Traffic 09:59:35 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.570 (Critical V/C 0.766) Control Delay 32.8 Level of Service C Sq 54 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 **/** North 5 1 5 3 2 5 5 m 3 2 76 7 3 3 7 m 5 4 8 8 Cmax=Gmax= 11.0"Gmax= 40.8" Gmax= 11.0"Gmax= 36.1" 120"Gavg= 9.9"Gavg= 44.3" Gavg= 10.4"Gavg= 34.3" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 4.0"Y+Rc= 6.9" 120" Gmax= 20.0" Gmax= 31.8"Gmax= 11.0"Gmax= 36.1" Gavg= 15.7" Gavg= 38.5"Gavg= 10.8"Gavg= 33.9" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 4.0"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 26.3 C+ R 11/1 0.025 0.369 1597 728 83 0.114 15.3 B 50 ft 9.9"44.3"10.4"34.3" 15.7"38.5"10.8"33.9" T 24/2 0.340 0.369 3519 1300 920 0.708 28.7 *C 345 ft L 13/1 0.167 0.131 1843 482 306 0.634 22.0 *C+207 ft NB Approach 25.4 C+ R 11/1 0.025 0.321 1582 650 256 0.394 22.4 C+181 ft T 24/2 0.265 0.321 3465 1111 440 0.396 27.4 *C+176 ft L 13/1 0.092 0.082 1825 306 69 0.226 23.5 C+55 ft WB Approach 30.0 C R 11/1 1553 648 68 0.105 21.4 C+54 ft T 24/2 0.301 0.286 3472 993 177 0.178 32.3 C 90 ft L 13/1 0.092 0.090 1834 247 123 0.498 31.4 *C 112 ft EB Approach 59.4 E+ R+ T 12/1 0.301 0.282 1856 524 492 0.939 65.3 *E+568 ft L 13/1 0.092 0.086 1813 503 85 0.169 25.3 C+74 ft Bozeman East Mixed-Use Development 05/03/19 2022 - Estimated Total Traffic 10:02:47 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.710 (Critical V/C 0.956) Control Delay 46.0 Level of Service D Sq 55 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 **/** North 5 1 5 3 2 5 5 3 2 76 7 3 3 7 5 4 7 7 5 4 8 8 Cmax=Gmax= 20.0"Gmax= 46.8" Gmax= 21.0"Gmax= 41.1" 150"Gavg= 14.0"Gavg= 56.0" Gavg= 14.0"Gavg= 45.0" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 4.0"Y+Rc= 6.9" 150" Gmax= 23.0" Gmax= 43.8"Gmax= 26.0" Gmax= 36.1" Gavg= 18.8" Gavg= 51.2"Gavg= 25.5" Gavg= 33.5" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 4.0" Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 36.6 D+ R 11/1 0.020 0.373 1615 753 121 0.161 18.7 B 93 ft 14.0"56.0"14.0"45.0" 18.8"51.2"25.5"33.5" T 24/2 0.312 0.373 3582 1337 865 0.647 32.8 *C 388 ft L 13/1 0.153 0.125 1856 323 295 0.914 55.1 *E+310 ft NB Approach 38.5 D+ R 11/1 0.020 0.341 1594 815 200 0.246 17.4 B 143 ft T 24/2 0.292 0.341 3592 1226 1026 0.837 44.1 *D+546 ft L 13/1 0.133 0.093 1867 338 140 0.414 27.9 C 133 ft WB Approach 52.6 D R 11/1 1593 677 197 0.291 28.5 C 189 ft T 24/2 0.274 0.300 3596 1078 762 0.707 48.5 D 438 ft L 13/1 0.173 0.170 1871 384 363 0.944 74.2 *E 475 ft EB Approach 70.9 E R+ T 12/1 0.241 0.223 1801 402 377 0.937 83.9 *F 560 ft L 13/1 0.140 0.093 1871 291 167 0.574 41.5 D+191 ft Bozeman East Mixed-Use Development 05/03/19 2022 - Estimated Total Traffic 10:31:51 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 4 - W Oak St & N 15th Ave V/C 0.513 (Critical V/C 0.466) Control Delay 16.4 Level of Service B Sq 11 Phase 1 Phase 2 **/** North Cmax=Gmax= 30.0"Gmax= 40.0" 82"Gavg= 21.6"Gavg= 25.0" Cavg=Y+Rc= 6.0"Y+Rc= 5.6" 58" Gmax= 30.0"Gmax= 40.0" Gavg= 21.6"Gavg= 25.0" Y+Rc= 6.0"Y+Rc= 5.6" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 13.0 B+ R+ T 12/1 0.366 0.372 1770 657 21 0.032 11.7 B+7ft 21.6"25.0" 21.6"25.0" L 12/1 0.366 0.372 1256 530 37 0.070 13.8 B+14 ft NB Approach 12.5 B+ R+ T 12/1 0.366 0.372 1670 620 118 0.190 12.5 B+42 ft L 12/1 0.366 0.372 1398 632 71 0.112 12.5 B+25 ft WB Approach 12.9 B+ R+ T 24/2 0.488 0.431 3515 1510 501 0.332 12.2 B+189 ft L 13/1 0.488 0.431 557 225 38 0.169 22.5 C+23 ft EB Approach 18.9 B R+ T 24/2 0.488 0.431 3541 1521 1070 0.704 19.0 B 452 ft L 13/1 0.488 0.431 948 441 16 0.036 13.3 B+6ft Bozeman East Mixed-Use Development 05/03/19 2022 - Estimated Total Traffic 10:35:18 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 4 - W Oak St & N 15th Ave V/C 0.581 (Critical V/C 0.620) Control Delay 17.5 Level of Service B Sq 11 Phase 1 Phase 2 **/** North Cmax=Gmax= 30.0"Gmax= 40.0" 82"Gavg= 22.0"Gavg= 25.0" Cavg=Y+Rc= 6.0"Y+Rc= 5.6" 59" Gmax= 30.0"Gmax= 40.0" Gavg= 22.0"Gavg= 25.0" Y+Rc= 6.0"Y+Rc= 5.6" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 12.6 B+ R+ T 12/1 0.366 0.373 1652 620 58 0.094 11.9 B+20 ft 22.0"25.0" 22.0"25.0" L 12/1 0.366 0.373 1238 535 39 0.073 13.5 B+15 ft NB Approach 14.6 B+ R+ T 12/1 0.366 0.373 1669 626 106 0.169 12.3 B+37 ft L 12/1 0.366 0.373 1351 599 250 0.417 15.5 B 107 ft WB Approach 20.1 C+ R+ T 24/2 0.488 0.424 3658 1561 1145 0.733 20.1 C+490 ft L 13/1 0.488 0.424 672 287 65 0.227 20.4 C+36 ft EB Approach 15.8 B R+ T 24/2 0.488 0.424 3598 1535 870 0.567 15.7 B 345 ft L 13/1 0.488 0.424 519 209 13 0.062 21.5 C+8ft HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 14th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 14th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 0 Configuration L T TR L T TR LTR LTR Volume, V (veh/h)18 768 18 36 402 7 3 7 10 7 5 16 Percent Heavy Vehicles (%)0 2 0 0 0 10 0 12 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)20 40 22 31 Capacity, c (veh/h)1111 769 205 267 v/c Ratio 0.02 0.05 0.11 0.12 95% Queue Length, Q₉₅ (veh)0.1 0.2 0.4 0.4 Control Delay (s/veh)8.3 9.9 24.7 20.3 Level of Service, LOS A A C C Approach Delay (s/veh)0.2 0.8 24.7 20.3 Approach LOS C C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 10:52:12 AMW-Oak-St+N-14th-Ave_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 14th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 14th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 0 Configuration L T TR L T TR LTR LTR Volume, V (veh/h)7 545 20 19 800 2 14 1 23 8 5 18 Percent Heavy Vehicles (%)0 0 0 0 0 13 0 6 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 21 42 34 Capacity, c (veh/h)762 960 274 201 v/c Ratio 0.01 0.02 0.15 0.17 95% Queue Length, Q₉₅ (veh)0.0 0.1 0.5 0.6 Control Delay (s/veh)9.8 8.8 20.5 26.6 Level of Service, LOS A A C D Approach Delay (s/veh)0.1 0.2 20.5 26.6 Approach LOS C D Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 10:54:14 AMW-Oak-St+N-14th-Ave_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume, V (veh/h)24 751 2 0 459 16 3 1 1 23 1 13 Percent Heavy Vehicles (%)0 0 17 0 0 5 0 8 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)26 0 5 26 14 Capacity, c (veh/h)1053 813 160 191 718 v/c Ratio 0.03 0.00 0.03 0.14 0.02 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.1 0.5 0.1 Control Delay (s/veh)8.5 9.4 28.3 26.8 10.1 Level of Service, LOS A A D D B Approach Delay (s/veh)0.3 0.0 28.3 21.0 Approach LOS D C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 11:36:09 AMW-Oak-St+N-11th-Ave_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection W Oak St & N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street West Oak Street Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 1 2 0 0 1 0 0 1 1 Configuration L T TR L T TR LTR LT R Volume, V (veh/h)17 640 2 2 948 20 1 2 4 23 3 22 Percent Heavy Vehicles (%)11 25 0 0 0 5 0 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)18 2 7 28 23 Capacity, c (veh/h)615 765 182 91 506 v/c Ratio 0.03 0.00 0.04 0.31 0.05 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.1 1.1 0.1 Control Delay (s/veh)11.0 9.7 25.6 61.3 12.5 Level of Service, LOS B A D F B Approach Delay (s/veh)0.3 0.0 25.6 38.9 Approach LOS D E Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/6/2019 12:54:38 PMW-Oak-St+N-11th-Ave_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC West Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's W Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.90 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)12 66 9 0 77 0 7 0 1 0 0 3 Percent Heavy Vehicles (%)0 0 15 0 100 0 0 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)13 0 9 3 Capacity, c (veh/h)1523 1527 735 965 v/c Ratio 0.01 0.00 0.01 0.00 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.0 0.0 Control Delay (s/veh)7.4 7.4 10.0 8.7 Level of Service, LOS A A A A Approach Delay (s/veh)1.1 0.0 10.0 8.7 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 11:50:44 AMTschache-Ln+Bridger-Peaks-TC+Lowes_West_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC West Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's W Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.95 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)30 131 36 0 161 1 68 12 4 2 19 36 Percent Heavy Vehicles (%)0 0 2 0 0 0 0 0 Proportion Time Blocked 0.400 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)32 0 88 60 Capacity, c (veh/h)979 1413 505 648 v/c Ratio 0.03 0.00 0.18 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.6 0.3 Control Delay (s/veh)8.8 7.5 13.6 11.1 Level of Service, LOS A A B B Approach Delay (s/veh)1.6 0.0 13.6 11.1 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 11:53:35 AMTschache-Ln+Bridger-Peaks-TC+Lowes_West_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC East Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's E Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)19 44 6 2 56 1 11 7 1 0 5 9 Percent Heavy Vehicles (%)11 100 27 0 0 0 20 22 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)24 3 24 18 Capacity, c (veh/h)1474 1092 707 794 v/c Ratio 0.02 0.00 0.03 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)7.5 8.3 10.3 9.6 Level of Service, LOS A A B A Approach Delay (s/veh)2.2 0.3 10.3 9.6 Approach LOS B A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 12:01:06 PMTschache-Ln+Bridger-Peaks-TC+Lowes_East_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC East Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC / Lowe's / Wendy's E Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.89 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)42 74 29 1 47 1 59 28 8 2 17 51 Percent Heavy Vehicles (%)0 0 4 0 0 0 6 0 Proportion Time Blocked 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Percent Grade (%)0 5 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)47 1 107 79 Capacity, c (veh/h)1564 1480 619 834 v/c Ratio 0.03 0.00 0.17 0.09 95% Queue Length, Q₉₅ (veh)0.1 0.0 0.6 0.3 Control Delay (s/veh)7.4 7.4 12.0 9.8 Level of Service, LOS A A B A Approach Delay (s/veh)2.3 0.2 12.0 9.8 Approach LOS B A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 12:03:33 PMTschache-Ln+Bridger-Peaks-TC+Lowes_East_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC Svc Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC Service Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h)34 11 0 54 4 0 Percent Heavy Vehicles (%)0 88 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)0 5 Capacity, c (veh/h)1562 710 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.3 10.1 Level of Service, LOS A B Approach Delay (s/veh)0.0 10.1 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 12:10:28 PMTschache-Ln+Bridger-Peaks-TC-Service-Dr_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + BPTC Svc Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street BPTC Service Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.93 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 0 0 Configuration TR LT LR Volume, V (veh/h)67 3 5 52 3 2 Percent Heavy Vehicles (%)0 0 0 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)5 5 Capacity, c (veh/h)1535 903 v/c Ratio 0.00 0.01 95% Queue Length, Q₉₅ (veh)0.0 0.0 Control Delay (s/veh)7.4 9.0 Level of Service, LOS A A Approach Delay (s/veh)0.7 9.0 Approach LOS A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 12:12:21 PMTschache-Ln+Bridger-Peaks-TC-Service-Dr_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.80 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)6 18 11 3 21 3 29 12 8 2 4 4 Percent Heavy Vehicles (%)17 0 0 0 0 0 0 75 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)8 4 61 13 Capacity, c (veh/h)1493 1588 890 833 v/c Ratio 0.01 0.00 0.07 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.2 0.0 Control Delay (s/veh)7.4 7.3 9.3 9.4 Level of Service, LOS A A A A Approach Delay (s/veh)1.3 0.8 9.3 9.4 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 1:20:44 PMTschache-Ln+Sacco-Dr_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Tschache + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Tschache Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.88 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 0 1 0 0 1 0 0 1 0 Configuration LTR LTR LTR LTR Volume, V (veh/h)13 27 31 7 23 2 18 7 6 4 13 8 Percent Heavy Vehicles (%)8 0 0 0 0 0 0 13 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)15 8 35 28 Capacity, c (veh/h)1543 1549 832 810 v/c Ratio 0.01 0.01 0.04 0.04 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)7.4 7.3 9.5 9.6 Level of Service, LOS A A A A Approach Delay (s/veh)1.4 1.6 9.5 9.6 Approach LOS A A Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 1:28:22 PMTschache-Ln+Sacco-Dr_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume, V (veh/h)6 278 7 7 186 3 14 1 7 5 0 5 Percent Heavy Vehicles (%)34 15 0 0 0 0 0 0 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)6 7 23 11 Capacity, c (veh/h)1200 1185 521 553 v/c Ratio 0.01 0.01 0.04 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.1 0.1 Control Delay (s/veh)8.0 8.1 12.2 11.6 Level of Service, LOS A A B B Approach Delay (s/veh)0.2 0.3 12.2 11.6 Approach LOS B B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 2:04:07 PMBaxter-Ln+Sacco-Dr_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Sacco Drive Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Sacco Drive Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.94 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 1 1 0 0 1 0 0 1 0 Configuration L TR L TR LTR LTR Volume, V (veh/h)2 298 18 14 437 1 9 0 17 4 0 3 Percent Heavy Vehicles (%)0 0 0 0 0 15 0 0 Proportion Time Blocked Percent Grade (%)0 3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)2 15 28 7 Capacity, c (veh/h)1106 1235 473 308 v/c Ratio 0.00 0.01 0.06 0.02 95% Queue Length, Q₉₅ (veh)0.0 0.0 0.2 0.1 Control Delay (s/veh)8.3 8.0 13.1 17.0 Level of Service, LOS A A B C Approach Delay (s/veh)0.1 0.2 13.1 17.0 Approach LOS B C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 2:08:54 PMBaxter-Ln+Sacco-Dr_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Boothill Ct Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Boothill Court Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.96 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 0 1 0 0 0 0 0 1 0 Configuration L T TR LR Volume, V (veh/h)1 15 273 188 27 11 7 Percent Heavy Vehicles (%)0 0 5 0 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)17 19 Capacity, c (veh/h)1377 554 v/c Ratio 0.01 0.03 95% Queue Length, Q₉₅ (veh)0.0 0.1 Control Delay (s/veh)7.6 11.7 Level of Service, LOS A B Approach Delay (s/veh)0.4 11.7 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 2:26:17 PMBaxter-Ln+Boothill-Ct_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + Boothill Ct Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street Boothill Court Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.96 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 1 0 0 0 1 0 0 0 0 0 1 0 Configuration L T TR LR Volume, V (veh/h)11 290 413 32 25 23 Percent Heavy Vehicles (%)5 0 4 Proportion Time Blocked Percent Grade (%)3 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)11 50 Capacity, c (veh/h)1084 411 v/c Ratio 0.01 0.12 95% Queue Length, Q₉₅ (veh)0.0 0.4 Control Delay (s/veh)8.4 15.0 Level of Service, LOS A B Approach Delay (s/veh)0.3 15.0 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 2:27:56 PMBaxter-Ln+Boothill-Ct_PM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume, V (veh/h)270 39 9 197 21 11 Percent Heavy Vehicles (%)0 0 8 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)10 35 Capacity, c (veh/h)1233 553 v/c Ratio 0.01 0.06 95% Queue Length, Q₉₅ (veh)0.0 0.2 Control Delay (s/veh)7.9 11.9 Level of Service, LOS A B Approach Delay (s/veh)0.3 11.9 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 2:35:20 PMBaxter-Ln+N-11th-Ave_AM_2022-Total.xtw HCS7 Two-Way Stop-Control Report General Information Site Information Analyst T. Eastwood Intersection Baxter Ln + N 11th Ave Agency/Co.Morrison-Maierle Jurisdiction City of Bozeman / MDT Date Performed 4/25/2019 East/West Street Baxter Lane Analysis Year 2022 North/South Street North 11th Avenue Time Analyzed Weekday, PM Peak Hour Peak Hour Factor 0.82 Intersection Orientation East-West Analysis Time Period (hrs)0.25 Project Description Bozeman East Mixed-Use Dev. TIS | Total Traffic Lanes Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 1 0 0 1 1 0 0 1 0 0 0 0 Configuration TR L T LR Volume, V (veh/h)282 24 4 414 45 10 Percent Heavy Vehicles (%)0 6 10 Proportion Time Blocked Percent Grade (%)0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow-Up Headway (sec) Follow-Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h)5 67 Capacity, c (veh/h)1197 348 v/c Ratio 0.00 0.19 95% Queue Length, Q₉₅ (veh)0.0 0.7 Control Delay (s/veh)8.0 17.8 Level of Service, LOS A C Approach Delay (s/veh)0.1 17.8 Approach LOS C Copyright © 2019 University of Florida. All Rights Reserved. HCS7™TWSC Version 7.4 Generated: 5/3/2019 2:37:42 PMBaxter-Ln+N-11th-Ave_PM_2022-Total.xtw APPENDIX E MITIGATION ANALYSES Bozeman East Mixed-Use Development TIS 05/05/19 2022 - Estimated Background Traffic 20:47:46 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.566 (Critical V/C 0.767) Control Delay 22.3 Level of Service C+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 m 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" 120"Gavg= 4.6"Gavg= 69.3"Gavg= 5.1"Gavg= 24.0" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 120" Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" Gavg= 8.1"Gavg= 65.8"Gavg= 5.1"Gavg= 24.0" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 15.0 B+ R+ T 24/2 0.547 0.577 2819 1627 1241 0.763 15.9 *B 512 ft 4.6"69.3"5.1"24.0" 8.1"65.8"5.1"24.0" L 13/1 0.042 0.068 1852 640 219 0.342 9.9 *A 104 ft NB Approach 9.9 A R+ T 24/2 0.547 0.548 3037 1666 507 0.304 9.2 A 205 ft L 13/1 0.042 0.039 1865 288 79 0.275 14.4 B+41 ft WB Approach 39.1 D+ R 11/1 1543 413 42 0.102 33.2 C 43 ft T 11/1 0.227 0.200 1863 373 146 0.392 42.2 D+159 ft L 11/1 0.042 0.042 1699 193 75 0.388 36.4 *D+80 ft EB Approach 44.5 D+ R 11/1 0.025 0.200 1577 376 171 0.454 39.6 D+178 ft T 12/1 0.227 0.200 1874 375 266 0.710 49.0 *D 285 ft L 13/1 0.042 0.042 1882 306 173 0.565 42.5 D+101 ft Bozeman East Mixed-Use Development TIS 05/06/19 Mitigation - 2022 - Estimated Background Traffic 03:18:43 Weekday, PM Peak TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.655 (Critical V/C 0.825) Control Delay 27.4 Level of Service C+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 13.1"Gmax= 76.0"Gmax= 11.1"Gmax= 32.8" 150"Gavg= 8.1"Gavg= 88.1"Gavg= 11.1"Gavg= 25.7" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 150" Gmax= 13.1"Gmax= 76.0"Gmax= 11.1"Gmax= 32.8" Gavg= 7.2"Gavg= 89.0"Gavg= 11.1"Gavg= 25.7" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 13.5 B+ R+ T 24/2 0.507 0.587 2786 1636 1040 0.636 13.1 *B+455 ft 8.1"88.1"11.1"25.7" 7.2"89.0"11.1"25.7" L 13/1 0.087 0.048 1832 300 145 0.483 16.1 B 89 ft NB Approach 14.0 B+ R+ T 24/2 0.507 0.594 3176 1885 1339 0.710 14.0 B+594 ft L 13/1 0.087 0.054 1893 396 176 0.444 14.0 *B+105 ft WB Approach 63.6 E+ R 11/1 1583 347 181 0.522 52.5 D 231 ft T 11/1 0.219 0.171 1845 316 283 0.895 78.5 E 415 ft L 11/1 0.074 0.074 1773 249 135 0.542 47.2 *D 169 ft EB Approach 58.1 E+ R 11/1 0.020 0.171 1641 370 117 0.316 48.8 D 155 ft T 12/1 0.219 0.171 1885 323 211 0.653 59.9 *E+284 ft L 13/1 0.074 0.074 1887 208 161 0.773 62.4 E+223 ft Bozeman East Mixed-Use Development TIS 05/05/19 Mitigation - 2022 - Estimated Total Traffic 20:44:55 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.569 (Critical V/C 0.770) Control Delay 22.4 Level of Service C+ Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 m 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" 120"Gavg= 4.7"Gavg= 69.3"Gavg= 5.1"Gavg= 24.0" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 120" Gmax= 5.0"Gmax= 65.6"Gmax= 5.1"Gmax= 27.3" Gavg= 8.2"Gavg= 65.8"Gavg= 5.1"Gavg= 24.0" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 15.1 B R+ T 24/2 0.547 0.577 2818 1627 1246 0.766 16.0 *B 517 ft 4.7"69.3"5.1"24.0" 8.2"65.8"5.1"24.0" L 13/1 0.042 0.068 1852 633 221 0.349 9.9 *A 105 ft NB Approach 9.9 A R+ T 24/2 0.547 0.548 3042 1667 520 0.312 9.2 A 212 ft L 13/1 0.042 0.039 1854 285 80 0.281 14.5 B+42 ft WB Approach 39.1 D+ R 11/1 1553 416 49 0.118 33.3 C 50 ft T 11/1 0.227 0.200 1870 374 152 0.406 42.3 D+164 ft L 11/1 0.042 0.042 1702 192 75 0.390 36.4 *D+80 ft EB Approach 44.7 D+ R 11/1 0.025 0.200 1577 377 171 0.454 39.6 D+177 ft T 12/1 0.227 0.200 1876 375 268 0.714 49.2 *D 287 ft L 13/1 0.042 0.042 1882 301 173 0.575 42.9 D+102 ft Bozeman East Mixed-Use Development TIS 05/06/19 Mitigation - 2022 - Estimated Total Traffic 03:34:15 Weekday, PM Peak TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & Baxter Ln V/C 0.654 (Critical V/C 0.795) Control Delay 28.7 Level of Service C Sq 44 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 2 2 66 7 3 5 4 8 8 Cmax=Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" 150"Gavg= 7.9"Gavg= 92.2"Gavg= 6.9"Gavg= 26.1" Cavg=Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" 150" Gmax= 12.8"Gmax= 77.1"Gmax= 6.9"Gmax= 36.3" Gavg= 7.2"Gavg= 92.8"Gavg= 6.9"Gavg= 26.1" Y+Rc= 4.0"Y+Rc= 6.8"Y+Rc= 0.0"Y+Rc= 6.2" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 10.8 B+ R+ T 24/2 0.514 0.615 2786 1712 1051 0.614 10.4 *B+373 ft 7.9"92.2"6.9"26.1" 7.2"92.8"6.9"26.1" L 13/1 0.085 0.048 1837 323 154 0.476 13.5 B+86 ft NB Approach 11.2 B+ R+ T 24/2 0.514 0.619 3175 1965 1347 0.685 11.1 B+458 ft L 13/1 0.085 0.052 1889 419 177 0.422 11.7 *B+96 ft WB Approach 64.7 E+ R 11/1 1583 351 184 0.524 52.3 D 234 ft T 11/1 0.242 0.174 1849 322 286 0.889 74.5 E 408 ft L 11/1 0.046 0.046 1773 199 135 0.679 61.0 *E+93 ft EB Approach 82.3 F R 11/1 0.020 0.174 1634 370 118 0.319 48.7 D 156 ft T 12/1 0.242 0.174 1883 328 216 0.659 59.5 *E+289 ft L 13/1 0.046 0.046 1882 156 161 1.030 137.3 F 230 ft Bozeman East Mixed-Use Development 05/06/19 Mitigation - 2018 - Existing Conditions 16:44:32 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.370 (Critical V/C 0.564) Control Delay 19.7 Level of Service B Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 5 8 m 3 2 76 m 5 4 8 8 Cmax=Gmax= 14.0"Gmax= 45.0"Gmax= 38.9" 115"Gavg= 12.1"Gavg= 57.8"Gavg= 28.0" Cavg=Y+Rc= 4.0"Y+Rc= 6.2"Y+Rc= 6.9" 115" Gmax= 14.0"Gmax= 45.0"Gmax= 38.9" Gavg= 14.0"Gavg= 55.9"Gavg= 28.0" Y+Rc= 4.0"Y+Rc= 6.2"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 12.0 B+ R 11/1 1591 799 72 0.090 10.0 A 31 ft 12.1"57.8"28.0" 14.0"55.9"28.0" T 24/2 0.392 0.502 3516 1766 857 0.485 12.7 *B+186 ft L 13/1 0.122 0.122 1840 640 277 0.433 10.6 *B+131 ft NB Approach 11.9 B+ R 11/1 1579 767 232 0.302 12.7 B+117 ft T 24/2 0.392 0.486 3455 1680 414 0.246 11.8 B+99 ft L 13/1 0.122 0.105 1810 488 63 0.129 10.3 *B+29 ft WB Approach 37.6 D+ R 11/1 1540 562 62 0.110 24.2 C+52 ft T 24/2 0.338 0.243 3452 840 160 0.190 34.6 C 82 ft L 13/1 0.338 0.243 974 208 112 0.539 49.2 D 138 ft EB Approach 36.6 D+ R 11/1 0.026 0.243 1583 552 44 0.080 25.1 C+37 ft T 24/2 0.338 0.243 3600 876 400 0.456 37.4 D+190 ft L 13/1 0.338 0.243 1174 305 76 0.249 39.1 D+85 ft Bozeman East Mixed-Use Development 05/06/19 2018 - Existing Conditions 16:36:00 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.599 (Critical V/C 0.841) Control Delay 29.1 Level of Service C Sq 51 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 m 3 2 5 5 3 2 76 5 4 8 8 Cmax=Gmax= 14.0"Gmax= 32.4" Gmax= 41.5" 105"Gavg= 13.7"Gavg= 33.9" Gavg= 40.4" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 6.9" 105" Gmax= 14.5" Gmax= 31.9"Gmax= 41.5" Gavg= 14.0" Gavg= 33.6"Gavg= 40.4" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 28.7 C R 11/1 1615 521 107 0.205 22.4 C+77 ft 13.7"33.9"40.4" 14.0"33.6"40.4" T 24/2 0.309 0.323 3582 1156 814 0.704 29.4 C 288 ft L 13/1 0.138 0.133 1850 358 266 0.744 28.9 *C 180 ft NB Approach 31.8 C R 11/1 1588 507 181 0.357 24.8 C+135 ft T 24/2 0.304 0.320 3589 1147 956 0.834 34.8 *C 367 ft L 13/1 0.133 0.130 1873 400 127 0.318 18.7 *B 77 ft WB Approach 27.4 C+ R 11/1 1591 824 178 0.216 13.9 B+101 ft T 24/2 0.395 0.384 3596 1382 687 0.497 24.9 C+241 ft L 13/1 0.395 0.384 1093 435 328 0.755 40.2 D+306 ft EB Approach 27.2 C+ R 11/1 0.029 0.384 1615 831 78 0.094 13.1 B+41 ft T 24/2 0.395 0.384 3550 1364 263 0.193 21.6 C+97 ft L 13/1 0.395 0.384 673 229 148 0.645 44.7 *D+164 ft Bozeman East Mixed-Use Development 05/06/19 Mitigation - 2022 - Estimated Background Traffic 16:41:36 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.403 (Critical V/C 0.598) Control Delay 20.7 Level of Service C+ Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 5 8 m 3 2 76 m 5 4 8 8 Cmax=Gmax= 14.0"Gmax= 45.0"Gmax= 38.9" 115"Gavg= 12.5"Gavg= 55.3"Gavg= 30.1" Cavg=Y+Rc= 4.0"Y+Rc= 6.2"Y+Rc= 6.9" 115" Gmax= 14.0"Gmax= 45.0"Gmax= 38.9" Gavg= 14.0"Gavg= 53.8"Gavg= 30.1" Y+Rc= 4.0"Y+Rc= 6.2"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 13.9 B+ R 11/1 1591 765 80 0.105 11.4 B+38 ft 12.5"55.3"30.1" 14.0"53.8"30.1" T 24/2 0.392 0.481 3516 1691 896 0.530 14.8 *B+211 ft L 13/1 0.122 0.122 1840 607 306 0.504 12.1 *B+152 ft NB Approach 13.5 B+ R 11/1 1579 738 256 0.347 14.5 B+136 ft T 24/2 0.392 0.467 3455 1615 432 0.267 13.2 B+112 ft L 13/1 0.122 0.108 1810 459 69 0.150 11.4 *B+34 ft WB Approach 36.7 D+ R 11/1 1540 591 68 0.115 22.9 C+55 ft T 24/2 0.338 0.262 3452 905 177 0.196 33.1 C 89 ft L 13/1 0.338 0.262 932 210 123 0.586 49.5 D 150 ft EB Approach 35.3 D+ R 11/1 0.026 0.262 1583 586 48 0.082 23.6 C+39 ft T 24/2 0.338 0.262 3600 943 444 0.471 36.1 D+204 ft L 13/1 0.338 0.262 1150 318 84 0.264 38.0 D+93 ft Bozeman East Mixed-Use Development 05/06/19 2022 - Estimated Background Traffic 16:33:11 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.655 (Critical V/C 0.907) Control Delay 33.3 Level of Service C Sq 51 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 m 3 2 5 5 3 2 76 5 4 8 8 Cmax=Gmax= 14.0"Gmax= 32.4" Gmax= 41.5" 105"Gavg= 13.8"Gavg= 32.6" Gavg= 41.5" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 6.9" 105" Gmax= 14.5" Gmax= 31.9"Gmax= 41.5" Gavg= 14.0" Gavg= 32.4"Gavg= 41.5" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 34.2 C R 11/1 1615 502 119 0.237 23.8 C+89 ft 13.8"32.6"41.5" 14.0"32.4"41.5" T 24/2 0.309 0.311 3582 1113 850 0.764 32.4 C 317 ft L 13/1 0.138 0.133 1850 339 295 0.871 43.4 *D+239 ft NB Approach 36.8 D+ R 11/1 1588 490 200 0.408 26.6 C+152 ft T 24/2 0.304 0.309 3589 1107 999 0.902 41.2 *D+418 ft L 13/1 0.133 0.131 1873 380 140 0.369 20.1 *C+88 ft WB Approach 29.7 C R 11/1 1591 841 197 0.234 13.5 B+110 ft T 24/2 0.395 0.395 3596 1421 762 0.536 24.8 C+264 ft L 13/1 0.395 0.395 1057 429 363 0.845 49.1 D 371 ft EB Approach 30.9 C R 11/1 0.029 0.395 1615 850 86 0.101 12.5 B+44 ft T 24/2 0.395 0.395 3550 1403 291 0.207 21.0 C+105 ft L 13/1 0.395 0.395 616 212 164 0.774 58.0 *E+204 ft Bozeman East Mixed-Use Development 05/06/19 Mitigation - 2022 - Estimated Total Traffic 16:39:05 Weekday, AM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.408 (Critical V/C 0.605) Control Delay 20.7 Level of Service C+ Sq 41 Phase 1 Phase 2 Phase 3 **/** North 5 1 5 8 m 3 2 76 m 5 4 8 8 Cmax=Gmax= 14.0"Gmax= 45.0"Gmax= 38.9" 115"Gavg= 12.5"Gavg= 55.3"Gavg= 30.1" Cavg=Y+Rc= 4.0"Y+Rc= 6.2"Y+Rc= 6.9" 115" Gmax= 14.0"Gmax= 45.0"Gmax= 38.9" Gavg= 14.0"Gavg= 53.8"Gavg= 30.1" Y+Rc= 4.0"Y+Rc= 6.2"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 14.0 B+ R 11/1 1597 768 83 0.108 11.4 B+39 ft 12.5"55.3"30.1" 14.0"53.8"30.1" T 24/2 0.392 0.481 3519 1692 920 0.544 14.9 *B+217 ft L 13/1 0.122 0.122 1843 605 306 0.506 12.1 *B+152 ft NB Approach 13.5 B+ R 11/1 1582 739 256 0.346 14.5 B+136 ft T 24/2 0.392 0.467 3465 1620 440 0.272 13.2 B+114 ft L 13/1 0.122 0.108 1825 454 69 0.152 11.5 *B+34 ft WB Approach 36.7 D+ R 11/1 1553 596 68 0.114 22.9 C+55 ft T 24/2 0.338 0.262 3472 910 177 0.195 33.1 C 89 ft L 13/1 0.338 0.262 932 210 123 0.586 49.5 D 150 ft EB Approach 35.3 D+ R 11/1 0.026 0.262 1583 586 48 0.082 23.6 C+39 ft T 24/2 0.338 0.262 3600 943 444 0.471 36.1 D+204 ft L 13/1 0.338 0.262 1155 320 85 0.266 38.0 D+94 ft Bozeman East Mixed-Use Development 05/06/19 2022 - Estimated Total Traffic 16:29:26 Weekday, PM Peak Hour TEAPAC[Ver 9.50.02] - Capacity Analysis Summary (HCM 2016) Intersection Averages for Int # 1 - N 19th Ave & W Oak St V/C 0.667 (Critical V/C 0.916) Control Delay 34.3 Level of Service C Sq 51 Phase 1 Phase 2 Phase 3 Phase 4 **/** North 5 1 5 8 m 3 2 5 5 3 2 76 5 4 8 8 Cmax=Gmax= 14.0"Gmax= 32.4" Gmax= 41.5" 105"Gavg= 13.8"Gavg= 32.6" Gavg= 41.5" Cavg=Y+Rc= 4.0"Y+Rc= 6.2" Y+Rc= 6.9" 105" Gmax= 14.5" Gmax= 31.9"Gmax= 41.5" Gavg= 14.0" Gavg= 32.4"Gavg= 41.5" Y+Rc= 4.0" Y+Rc= 6.2"Y+Rc= 6.9" Lane Width/g/C Adj HCM L Queue Group Lanes Max Avg SatFlo Capcty Volume v/c Delay S Model 1 SB Approach 35.0 D+ R 11/1 1615 502 121 0.241 23.8 C+91 ft 13.8"32.6"41.5" 14.0"32.4"41.5" T 24/2 0.309 0.311 3582 1113 865 0.777 33.0 C 325 ft L 13/1 0.138 0.133 1856 334 295 0.884 45.8 *D 245 ft NB Approach 39.0 D+ R 11/1 1594 492 200 0.407 26.6 C+152 ft T 24/2 0.304 0.309 3592 1108 1026 0.926 44.0 *D+442 ft L 13/1 0.133 0.131 1867 374 140 0.374 20.2 *C+88 ft WB Approach 29.8 C R 11/1 1593 842 197 0.234 13.5 B+110 ft T 24/2 0.395 0.395 3596 1421 762 0.536 24.8 C+264 ft L 13/1 0.395 0.395 1056 429 363 0.846 49.2 D 371 ft EB Approach 31.6 C R 11/1 0.029 0.395 1615 850 86 0.101 12.5 B+44 ft T 24/2 0.395 0.395 3554 1405 291 0.207 21.0 C+105 ft L 13/1 0.395 0.395 615 212 167 0.789 59.9 *E+210 ft