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HomeMy WebLinkAbout18 - Traffic Impact Study - Bozeman Health New ICU Tower & OR Facilities BOZEMAN HEALTH – NEW ICU TOWER & O.R. FACILITIES TRAFFIC IMPACT STUDY prepared for: Bozeman Health 915 Highland Boulevard Bozeman, MT 59715 prepared by: Sanderson Stewart 106 East Babcock Bozeman, MT 59715 April 201 8 Bozeman Health ICU Tower and OR Expansion TIS i TABLE OF CONTENTS INTRODUCTION ................................................................................................................................ 1 SITE LOCATION AND DESCRIPTION ................................................................................................... 1 SITE DEVELOPMENT PLAN ................................................................................................................. 1 EXISTING CONDITIONS ...................................................................................................................... 3 Streets......................................................................................................................................... 3 Intersections ............................................................................................................................... 4 Traffic Volumes ........................................................................................................................... 5 Intersection Capacity ................................................................................................................... 5 TRIP GENERATION ............................................................................................................................. 7 TRIP DISTRIBUTION ........................................................................................................................... 8 TRAFFIC ASSIGNMENT ....................................................................................................................... 8 TRAFFIC IMPACTS ........................................................................................................................... 10 Traffic Volumes ......................................................................................................................... 10 Intersection Capacity ................................................................................................................. 10 Mitigation Alternatives .............................................................................................................. 12 CONCLUSIONS AND RECOMMENDATIONS ....................................................................................... 13 Conclusions .............................................................................................................................. 13 Recommendations ..................................................................................................................... 13 APPENDICES APPENDIX A – BOZEMAN HEALTH MASTER PLAN LETTER APPENDIX B – TRAFFIC COUNT DATA APPENDIX C – CAPACITY CALCULATIONS – EXISTING CONDITIONS (2017) APPENDIX D – CAPACITY CALCULATIONS – FUTURE (2022) + SITE Bozeman Health ICU Tower and OR Expansion TIS ii LIST OF TABLES TABLE 1: EXISTING CONDITIONS (2017) CAPACITY CALCULATION SUMMARY .................................... 7 TABLE 2: TRIP GENERATION SUMMARY .............................................................................................. 8 TABLE 3: FUTURE (2022) + SITE CAPACITY CALCULATION SUMMARY .............................................. 12 TABLE 4: FUTURE (2022) + SITE IMPROVED CAPACITY CALCULATION SUMMARY ............................. 13 LIST OF FIGURES FIGURE 1: STUDY AREA ..................................................................................................................... 2 FIGURE 2: SITE LAYOUT ..................................................................................................................... 3 FIGURE 3: EXISTING CONDITIONS (2017) TRAFFIC VOLUMES .............................................................. 6 FIGURE 4: TRIP DISTRIBUTION & TRAFFIC ASSIGNMENT SUMMARY ..................................................... 9 FIGURE 5: FUTURE (2022) + SITE TRAFFIC VOLUMES ....................................................................... 11 Bozeman Health ICU Tower and OR Expansion TIS 1 INTRODUCTION This traffic impact study (TIS) summarizes the projected impacts of the proposed intensive care unit (ICU) tower along with the proposed operating room (OR) expansion on the campus of Bozeman Health in Bozeman, Montana. The proposed ICU tower is located on the northeast side of the existing hospital building and the proposed OR expansion is located between the hospital and existing HP4 buildings. The purpose of the study is to assess the traffic-related impacts that the project may have on the surrounding transportation system and to provide recommendations to mitigate any such impacts. The methodology and analysis procedures used in this study employ the latest technology and nationally accepted standards in the areas of site development and transportation impact assessment. Recommendations made in this report are based on professional judgment and these principles. SITE LOCATION AND DESCRIPTION The proposed buildings would be located between Old Highland Boulevard and Highland Boulevard on Parcel 2, COS 2047, Section 17, T2S, R6E in Gallatin County, Montana on the existing Bozeman Health campus. The ICU tower is bordered by the hospital building and parking lot A. The OR expansion is bordered by the HP4 building and the hospital building and is located closest to parking lots F and G. The ICU tower is a proposed three-floor building with a total floor area of 84,958 square feet made up of a 17,900 square-foot basement, a 19,863 square-foot first floor, a 19,863 square-foot second floor, a 18,332 square-foot third floor, and a 9,000 square-foot grand entry on the first floor. The OR expansion infill will have a total floor area of 19,128 square feet made up of a 7,239 square-foot first floor, a 7,131 square-foot second floor, and a 4,758 square-foot penthouse. Figure 1 on the following page depicts the study area and Figure 2 on page 3 shows the current proposed layout for the site. SITE DEVELOPMENT PLAN In two recent meetings with the City of Bozeman staff, the Bozeman Health master plan was discussed and how it relates to potential traffic impacts. With the focus of Bozeman Health moving to neighborhood care locations and upgrading existing facilities to comply with current standards, it is Bozeman Health’s assessment that the number of people on the Bozeman Health campus (visitors, patients, and staff) will continue to reduce in the future. Additionally, a transportation demand management plan for Bozeman Health was developed by Sanderson Stewart in 2014 to mitigate the impacts of the recently constructed MOB5 building on the campus. Due to a combination of the transportation demand management strategies and a lower than anticipated trip generation for MOB5, the traffic measured on Ellis Street in 2017 is greatly reduced from the estimated full-buildout volumes in the 2014 MOB5 traffic study. For the purposes of this traffic study, the City directed Sanderson Stewart to include full build-out of all new space using the trip generation rates provided by the Institute of Transportation Engineers (ITE). A letter from Bozeman Health discussing their master plan implementation is attached in Appendix A. Bozeman Health ICU Tower and OR Expansion TIS 2 Figure 1. Study Area Bozeman Health ICU Tower and OR Expansion TIS 3 EXISTING CONDITIONS Streets The proposed development of this project site will have a direct impact on the streets and intersections adjacent to the Bozeman Health campus. The following paragraphs describe the existing area roadways that are most likely to be affected by the traffic volumes generated by this development. Highland Boulevard Highland Boulevard is classified as a Minor Arterial by the City of Bozeman and by MDT. Adjacent to the project site, Highland Boulevard has a single lane in each direction, left-turn and right-turn lanes at various intersections, and a posted speed limit of 35 miles per hour (mph). Figure 2. Site Layout Bozeman Health ICU Tower and OR Expansion TIS 4 Old Highland Boulevard Old Highland Boulevard is classified as a local street by the City of Bozeman and by MDT. It serves the west side of the Bozeman Health campus. Adjacent to the project site, Old Highland Boulevard has a single lane in each direction and a posted speed limit of 25 mph. Ellis Street Ellis Street is classified as a local street by the City of Bozeman and by MDT, and it serves the north side of the Bozeman Health campus and continues east past Highland Boulevard. Adjacent to the project site, Ellis Street has a single lane in each direction and a posted speed limit of 25 mph. East Main Street East Main Street is classified as a Principal Arterial by the City of Bozeman and by MDT. The typical section for East Main Street provides two travel lanes in each travel direction, left-turn lanes, curb and gutter and sidewalk on both sides of the street. The speed limit on East Main Street is 40 mph. Intersections The following paragraphs describe the existing major street intersections that are in proximity to the development site and will potentially be impacted by the new development. East Main Street/Highland Boulevard The intersection of East Main Street and Highland Boulevard has four legs and is controlled with a signal. The south leg has a dedicated left-turn lane with a thru/right shared lane. The north leg as a single lane for all movements. The east and west legs have dedicated left-turn lanes, a thru lane and a thru/right shared lane. The south leg is currently planned to be reconstructed with an additional northbound left-turn lane with construction anticipated in upcoming year. Ellis Street/Highland Boulevard The intersection of Ellis Street and Highland Boulevard has four legs with stop control on the east and west approaches. The north and south approaches consist of a dedicated left-turn lane and a shared thru/right-turn lane. The east and west Ellis Street approaches have a single lane for all movements. Highland Boulevard/Parking Lot A & B Access The intersection of Highland Boulevard and the access road to parking lot A/B has three legs with the stop control on the west approach. The south approach consists of a dedicated left-turn lane and a thru lane. The north approach consists of a dedicated right-turn lane and a thru lane. The west leg has a single approach lane for all movements. Highland Boulevard/Parking Lot B & C Access The intersection of Highland Boulevard and the access road to parking lot B/C has three legs with the stop control on the west approach. The south approach consists of a dedicated left-turn lane and a thru lane. The north approach consists of a dedicated right-turn lane and a thru lane. The west leg has a single approach lane for all movements. Bozeman Health ICU Tower and OR Expansion TIS 5 Highland Boulevard/Parking Lot C & H Access The intersection of Highland Boulevard and the access road to parking lot C/H has three legs with the stop control on the west approach. All approach legs have a single approach lane for all movements. Highland Boulevard/Old Highland Boulevard The intersection of Highland Boulevard and Old Highland Boulevard has three legs with stop control on the west approach. The south approach consists of a dedicated left-turn lane and a thru lane. The west approach consists of a dedicated left-turn lane and a dedicated right-turn lane. The north leg has a single approach lane for all movements. Traffic Volumes Weekday AM and PM peak hour turning movement counts were collected for the study area intersections in late November and early December of 2017. In general, the weekday peak hour periods were found to occur from 7:30 to 8:30 AM and 4:30 to 5:30 PM. Raw count data was adjusted for seasonal variation using MDT seasonal adjustment factors. Figure 3 on the following page summarizes the resulting calculated peak hour turning movement volumes for the AM and PM peak hours. Detailed traffic count data worksheets are included in Appendix B. Intersection Capacity Existing Conditions (2017) capacity calculations were performed for the study area intersections using Synchro, Version 10, which relies on the 6th Edition of the Highway Capacity Manual (HCM6) (Transportation Research Board, 2016) methodologies. The HCM defines level of service (LOS) as “a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, comfort and convenience.” LOS is a qualitative measure of the performance of an intersection with values ranging from LOS A, indicating good operation and low vehicle delays, to LOS F, which indicates congestion and longer vehicle delays. The results of the Existing Conditions (2017) capacity calculations showed that only two intersections within the study area experience a substandard LOS on one or more approaches. The intersection of East Main Street and Highland Boulevard operates at LOS C for both the PM peak hour but the south approach (Highland Boulevard) experiences a LOS D for the PM peak hour. Projected 95th percentile queues are lengthy, particularly on the south approach. At the Ellis Street and Highland Boulevard intersection, the east and west legs operate at LOS D for the AM peak hour and the west leg operates at LOS F for the PM peak hour. Projected 95th percentile queues on Ellis Street are minimal, except the west leg during the PM peak hour. Table 1 displays the results of the Existing Conditions (2017) capacity calculations. Capacity calculation worksheets for each of the study area intersections can be found in Appendix C. Bozeman Health ICU Tower and OR Expansion TIS 6 Figure 3. Existing Conditions (2017) Traffic Volumes Bozeman Health ICU Tower and OR Expansion TIS 7 TRIP GENERATION An accurate estimate of site-generated traffic must be made to analyze the impacts of a new development. This study utilized Trip Generation, 10th Edition, published by ITE, which is the most widely accepted source for determining trip generation projections. For the purposes of this study, trip generation was calculated using the Hospital (Land Use 610) category. Table 2 on the following page illustrates the results of the trip generation calculations for this site. With full occupancy of the new development areas, the project is projected to generate a total of 58 (39 entering/19 exiting) gross trips during the AM peak hour and 63 trips (20 entering/43 exiting) generated during the PM peak hour. Areas designated in the proposed OR expansion and ICU tower for storage, mechanical and entry areas were not included in the trip generation estimates. Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) EB 14.6 B 9 31.4 C 15 WB 7.3 A 9 16.9 B 5 NB 33.4 C 10 49.5 D 17 SB 34.3 C 1 22.0 C 1 Intersection 14.4 B -- 34.3 C -- EB 30.8 D 1 70.3 F 6 WB 28.4 D 2 20.3 C 2 NB 0.2 A 0 0.0 A 0 SB 1.0 A 1 1.0 A 1 EB 14.8 B 1 20.3 C 1 NB 0.3 A 0 0.3 A 1 SB 0.0 A 0 0.0 A 0 EB 12.8 B 1 18.3 C 1 NB 0.2 A 0 0.2 A 0 SB 0.0 A 0 0.0 A 0 EB 12.9 B 1 19.3 C 2 NB 0.9 A 1 0.3 A 0 SB 0.0 A 0 0.0 A 0 EB 12.0 B 1 15.4 C 1 NB 0.9 A 1 0.4 A 0 SB 0.0 A 0 0.0 A 0 Highlalnd Boulevard & Old Highland Boulevard Intersection Control One-Way Stop Control (EB) Intersection Control Approach AM Peak PM Peak Existing (2017) Intersection Control One-Way Stop Control (EB) Highland Boulevard & South Parking Lot Access Intersection Control Signalized East Main Street & Highland Boulevard Intersection Control One-Way Stop Control (EB) Highland Boulevard & Middle Parking Lot Access Intersection Control One-Way Stop Control (EB) Highland Boulevard & North Parking Lot Access Intersection Control Two-way Stop Control (EB & WB) Highland Boulevard & Ellis Street Table 1. Existing Conditions (2017) Capacity Calculations Summary Bozeman Health ICU Tower and OR Expansion TIS 8 Trip generation projections provide an estimate of the total number of trips that would be generated by a proposed development. However, in order to estimate the net number of new trips made by personal vehicles external to the site, adjustments must often be made to account for internal capture trips, pass-by trips, and trips made by alternate modes. Internal capture (IC) trips are those trips that do not have origins or destinations external to a project site. Since IC trips occur internally, they do not have an impact on external traffic operations. IC trips most often occur in mixed-use developments where residential, commercial, and office-related land uses exhibit a high rate of internal trip exchange. This development will consist of only hospital uses and IC trips were therefore considered to be negligible. Pass-by trips are those trips that are made as intermediate stops on the way from a point of origin to a primary trip destination. Pass-by trips are attracted from traffic “passing by” on an adjacent street that offers direct access to that site. Pass-by trips are primarily attracted by commercial type land uses such as restaurants, convenience markets and gas stations. Again, this development will consist of only hospital uses and pass-by trips were therefore considered to be negligible. A small percentage of trips generated by the site could be made by alternate modes (walking, biking or transit), but as a measure of conservatism, they have been assumed to be negligible for the purposes of this analysis. TRIP DISTRIBUTION Trip distribution is an estimate of site-generated trip routing, which can be determined by several methods such as computerized travel demand models, calculation of travel time for various available routes and/or simple inspection of existing traffic patterns within the project area. For this study, Sanderson Stewart calculated the trip distribution based on the relative magnitude of existing peak hour turning movement volumes on key travel routes, as well as the proximity of those routes to the site. Figure 4 on the following page presents the resulting trip distribution for this study. TRAFFIC ASSIGNMENT Traffic assignment is the procedure whereby site-generated vehicle trips are assigned to study area streets, intersections and site access driveways based on the calculated trip distribution and the physical attributes of the development site. Using this approach, site-generated trips were assigned to the study area roadway network for the AM and PM peak hours as shown in Figure 4. Intensity Units total enter exit total enter exit Hospital (Land Use Code 610) 1 58.058 100 SF GFA 52 35 17 56 18 38 Hospital (Land Use Code 610) 1 7.131 100 SF GFA 6 4 2 7 2 5 58 39 19 63 20 43 (1) Hospital - Land Use Code 610 Units = 1000 Sq. Feet Gross Floor Area Peak Hour of the Adjacent Street, One Hour between 7 and 9 AM: Average Rate = 0.89 (68% entering, 32% exiting) Peak Hour of the Adjacent Street, One Hour between 4 and 6 PM: Average Rate = 0.97 (32% entering, 68% exiting) *Trip Generation, 10th Edition , Institute of Transportation Engineers, 2018 Total New External Personal Vehicle OR Expansion PM Peak Hour Land Use Independent Variable AM Peak Hour New ICU Tower Table 2. Trip Generation Summary Bozeman Health ICU Tower and OR Expansion TIS 9 Figure 4. Trip Dist ribution & Traffic Assignment Summary Bozeman Health ICU Tower and OR Expansion TIS 10 TRAFFIC IMPACTS Traffic Volumes For the purposes of this study, based on information from Bozeman Health, it was assumed that full buildout and occupancy for the OR expansion and ICU tower developments would occur by the end of calendar year 2019. In addition to the site- generated traffic from the subject development, two additional area developments are anticipated to occur within the next five years. Estimated traffic generated by the current proposed layouts of the two developments (Knolls East Subdivision and Revolution Sports Campus) were combined with the Existing (2017) traffic volumes to produce the Future (2022) traffic volume scenario. Figure 5 on page 11 illustrates the projected AM and PM peak hour Future (2022) + Site traffic volume projections that were calculated for this study. Intersection Capacity Sanderson Stewart performed intersection capacity calculations for the Future (2022) + Site scenario based on the AM and PM peak hour traffic volume projections presented in Figure 5, generally based on existing lane configurations and traffic control features. One exception is the intersection of East Main Street and Highland Boulevard, which is programmed for the installation of an additional northbound left-turn lane. Additionally, the Old Highland Boulevard and Highland Boulevard intersection was modeled as a four-leg intersection (two-way stop controlled) with the connection into the Knolls East Subdivision as the east leg of the intersection. Table 3 on page 12 shows the results of the Future (2022) + Site scenario capacity calculations. The intersection of East Main Street and Highland Boulevard is anticipated to operate at LOS B in the AM peak hour and LOS C in the PM peak hour with the additional northbound left-turn lane using the existing signal phasing and timing plan. However, the south approach is anticipated to operate at LOS D in the PM peak hour. Minor modifications to the signal timing plan could likely bring all approaches to LOS C or higher values. Projected 95th percentile queues on the south approach are greatly reduced with the additional left-turn lane. The intersection of Ellis Street and Highland Boulevard continues to degrade to LOS E or LOS F for both minor approaches (Ellis Street) in both the AM and PM peak hours. Ellis Street is anticipated to experience large queuing, especially in the PM peak hour. All other project intersection approaches are anticipated to operate at LOS C or better with minimal queueing. The one exception is the west approach of the Bozeman Heath north parking lot (parking lots A and B), which is anticipated to move slightly into the LOS D threshold for the PM peak hour. Detailed capacity calculation worksheets for the Future (2022) + Site traffic volume scenario are included in Appendix D. Bozeman Health ICU Tower and OR Expansion TIS 11 Figure 5. Future (2022) + Site Traffic Volumes Bozeman Health ICU Tower and OR Expansion TIS 12 Mitigation Alternatives Sanderson Stewart investigated two potential mitigation alternatives intended to improve LOS, delay and queuing conditions for the substandard approaches at the intersection of Ellis Street and Highland Boulevard. A semi-actuated, two-phased traffic signal with existing lane geometry is anticipated to operate at LOS A for both AM and PM peak hours. Projected 95th percentile queues are expected to be marginal for this alternative, with the highest queueing occurring on Highland Boulevard. Additionally, a single-lane roundabout was evaluated at the intersection and is anticipated to operate at LOS B in the AM peak hour and LOS A in the PM peak hour. Projected 95th percentile queues are expected to be less than the signalized alternative. The results of those capacity calculations are displayed in Table 4. Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) EB 11.8 B 4 25.7 C 11 WB 11.7 B 10 14.2 B 5 NB 27.9 C 4 41.6 D 8 SB 30.4 C 1 21.8 C 1 Intersection 15.0 B -- 28.8 C EB 49.4 E 2 354.0 F 13 WB 54.3 F 5 94.7 F 9 NB 0.2 A 0 0.0 A 0 SB 1.1 A 1 1.9 A 1 EB 16.5 C 1 27.7 D 2 NB 0.3 A 0 0.3 A 1 SB 0.0 A 0 0.0 A 0 EB 13.5 B 1 22.3 C 1 NB 0.2 A 0 0.2 A 0 SB 0.0 A 0 0.0 A 0 EB 13.6 B 1 24.3 C 3 NB 0.9 A 1 0.3 A 1 SB 0.0 A 0 0.0 A 0 EB 13.7 B 1 23.3 C 2 WB 12.5 B 1 15.2 C 1 NB 0.9 A 1 0.4 A 1 SB 0.2 A 0 0.4 A 1 Intersection Control Signalized - Dual NB Lefts Intersection Control Approach Future (2022) + Site AM Peak PM Peak East Main Street & Highland Boulevard Intersection Control Two-way Stop Control (EB & WB) Highland Boulevard & Ellis Street Intersection Control One-Way Stop Control (EB) Highland Boulevard & South Parking Lot Access Intersection Control Two-Way Stop Control (EB & WB) Highlalnd Boulevard & Old Highland Boulevard Highland Boulevard & North Parking Lot Access Intersection Control One-Way Stop Control (EB) Highland Boulevard & Middle Parking Lot Access Intersection Control One-Way Stop Control (EB) Table 3. Future (2022) + Site Capacity Calculations Summary Bozeman Health ICU Tower and OR Expansion TIS 13 CONCLUSIONS AND RECOMMENDATIONS Conclusions The preceding analysis has shown that the proposed Bozeman Health expansion will generate minor increases in traffic demand for area streets and intersections. The intersection of Ellis Street and Highland Boulevard has a substandard LOS on the minor legs for the Existing (2017) conditions and is anticipated to continue to degrade for the Future (2022) + Site volume scenario. Two mitigation alternatives were evaluated and were shown to mitigate the substandard LOS values on the Ellis Street approaches. A roundabout or signal should eventually be installed at the Ellis Street and Highland Boulevard intersection. As noted previously, Bozeman Health is moving many of their services from the main campus and are also using the expanded space proposed with this project to bring many existing patient rooms up to current standards. Therefore, the projection of new trips generated in this study may represent an over approximation of what will actually be generated. Because of this, the City of Bozeman may allow the intersection improvements to be constructed with a future Special Improvement District (SID) to allow the cost of the improvements to be shared with other area developments. Recommendations The following list of recommendations is based on the analysis results from this study and the professional judgment of the author: - A roundabout should be installed at the intersection of Ellis Street and Highland Boulevard to serve existing traffic and be expandable to a multi-lane roundabout to serve future traffic. The timing of this improvement shall be determined by the City of Bozeman with input from Bozeman Health. - All transportation-related improvements shall be designed in accordance with City of Bozeman standards and the Manual on Uniform Traffic Control Devices (MUTCD). If the above improvements are implemented as recommended, traffic on the area street network should continue to operate in a safe and efficient manner. Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) EB 20.0 C 2 15.8 B 4 5.9 A 0 6.9 A 1 WB 22.3 C 2 16.8 B 3 5.8 A 1 10.3 B 2 NB 3.3 A 3 6.9 A 9 6.7 A 2 11.9 B 5 SB 5.7 A 7 5.7 A 5 13.4 B 7 6.8 A 2 Intersection 7.0 A -- 9.0 A -- 10.6 B -- 9.5 A -- Future (2022) + Site AM Peak PM Peak Roundabout - Single Lane Highland Boulevard & Ellis Street Intersection Control Approach Future (2022) + Site AM Peak PM Peak Intersection Control Signalized - Existing Geometry Table 4. Future (2022) + Site Improved Capacity Calculations Summary BOZEMAN HEALTH MASTER PLAN LETTER A P P E N D I X A 115J soZEMAN HEALTH 3/21/2018 Joey Staszcuk Project Transportation Engineer Sanderson Stewart Dear Joey: This letter is written in response to your question about Bozeman Health's Master Planning implementation and its impact on the number of patients, visitors and employees that will be accessing the Highland Boulevard location. The focus of BH master planning is to move care to neighborhood locations. Over the past few years we have moved pediatricians and family practice providers from the Highland Boulevard campus to the Belgrade campus. We have done the same by opening an Urgent Care and Mini Clinic on Main Street and on Oak Street. We have plans in the next 18 months to move more primary care, imaging and ambulatory surgery patients to the West Bozeman location. By doing this we are actually reducing the number of people, including patients, visitors and staff who will access the Highland Boulevard campus. The impact of the new patient tower also is minimal. We are actually adding approximately 9-10 additional inpatient beds to the Highland campus. In addition, with Alpine Orthopedics opening an orthopedic ambulatory surgery center west of Bozeman, the Highland campus will realize approximately a loss of approximately 650-900 patients a year at the Highland campus. In conclusion, we believe that our Master Planning efforts are reducing, not increasing the traffic flow at the Highland campus. These changes should be rea lized over the next 18-24 months. If you have questions, please call or email me at lslewis@bozemanhealth.org. Sic ~etw ~ Liz Le is Chief 0 erating Officer 915 Highland Boulevard I Bozeman, MT 59715 I 406-414-5000 I bozemanhealth.org A P P E N D I X B TRAFFIC VOLUME DATA Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 67 76 19 0 162 8 62 1 0 71 3 0 2 0 5 6 3 7 0 16 254 7:45 AM 114 84 18 0 216 13 66 2 0 81 1 1 6 0 8 10 5 11 0 26 331 8:00 AM 35 70 18 0 123 5 65 2 0 72 2 1 7 0 10 10 1 9 0 20 225 8:15 AM 42 93 22 0 157 9 45 1 0 55 1 0 6 0 7 9 2 3 0 14 233 Grand Total 258 323 77 0 658 35 238 6 0 279 7 2 21 0 30 35 11 30 0 76 1043 Medium Truck % 0.0 0.6 0.0 0.0 0.3 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 2.9 0.0 6.7 0.0 3.9 Heavy Truck % 0.4 1.2 0.0 0.0 0.8 0.0 0.4 0.0 0.0 0.4 0.0 0.0 4.8 0.0 3.3 2.9 0.0 6.7 0.0 3.9 Total Truck % 0.4 1.9 0.0 0.0 1.1 0.0 0.8 0.0 0.0 0.7 0.0 0.0 4.8 0.0 3.3 5.7 0.0 13.3 0.0 7.9 Total % 24.7 31.0 7.4 0.0 63.1 3.4 22.8 0.6 0.0 26.7 0.7 0.2 2.0 0.0 2.9 3.4 1.1 2.9 0.0 7.3 100.0 PHF 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 RT TH LT U 258 323 77 0 3 5 R T 1 1 T H 3 0 L T 0 U U 0 LT 21 TH 2 RT 7 0 6 238 35 U LT TH RT In 27 5 I n 7 6 O u t 1 1 4 Total Entering 1043 Ou t Highland Blvd 279 In Out 360 Highland Blvd 658 In Out 294 Ell i s S t r e e t E l l i s S t r e e t 30 City of Bozeman Tuesday, December 12, 2017 Date Performed: Count Time Period: Bozeman Health TIS Highland Blvd Ellis Street Ellis Street Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland & Ellis Counted By: Westbound Agency/Company: J. Staszcuk Sanderson Stewart North/South Street: Highland Blvd AM Peak Hour (7:30 - 8:30 AM) 17095 Project Number: Southbound Highland Blvd Northbound Ellis Street Eastbound East/West Street: NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 4 60 7 0 71 8 115 0 0 123 4 1 28 0 33 27 2 8 0 37 264 4:45 PM 9 69 8 0 86 8 110 2 0 120 4 1 30 0 35 13 0 12 0 25 266 5:00 PM 7 73 12 0 92 8 132 0 0 140 5 2 29 0 36 31 0 17 0 48 316 5:15 PM 5 79 11 0 95 18 111 1 0 130 4 0 29 0 33 18 0 18 0 36 294 Grand Total 25 281 38 0 344 42 468 3 0 513 17 4 116 0 137 89 2 55 0 146 1140 Medium Truck % 0.0 0.0 0.0 0.0 0.0 2.4 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.0 1.4 Heavy Truck % 0.0 0.4 0.0 0.0 0.3 2.4 0.6 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 0.4 0.0 0.0 0.3 4.8 0.6 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.6 0.0 1.4 Total % 2.2 24.6 3.3 0.0 30.2 3.7 41.1 0.3 0.0 45.0 1.5 0.4 10.2 0.0 12.0 7.8 0.2 4.8 0.0 12.8 100.0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 RT TH LT U 25 281 38 0 8 9 R T 2 T H 5 5 L T 0 U U 0 LT 11 6 TH 4 RT 17 0 3 468 42 U LT TH RT Highland Blvd 1 4 6 I n E l l i s S t r e e t Total Entering 1140 353 513 Out In Highland Blvd In Out 344 673 Ell i s S t r e e t Ou t 30 Vehicle Volumes and Adjustments Highland Blvd Highland Blvd Ellis Street Ellis Street Southbound Northbound Eastbound Westbound In 13 7 8 4 O u t North/South Street: Highland Blvd Ellis Street Date Performed: Tuesday, December 12, 2017 City of Bozeman Count Time Period: PM Peak Hour (4:30 - 5:30 PM) Project Number: 17095 Bozeman Health TIS East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: J. Staszcuk Highland & Ellis NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 7:30 AM 13 78 0 91 66 0 0 66 0 5 0 5 162 7:45 AM 12 80 0 92 82 3 0 85 1 0 0 1 178 8:00 AM 20 53 0 73 72 0 0 72 1 6 0 7 152 8:15 AM 16 68 0 84 61 4 0 65 3 4 0 7 156 Grand Total 61 279 0 340 281 7 0 288 5 15 0 20 648 Medium Truck % 4.9 1.1 0.0 1.8 0.4 0.0 0.0 0.3 0.0 0.0 0.0 0.0 Heavy Truck % 4.9 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 6.7 0.0 5.0 Total Truck % 9.8 1.4 0.0 2.9 0.4 0.0 0.0 0.3 0.0 6.7 0.0 5.0 Total % 9.4 43.1 0.0 52.5 43.4 1.1 0.0 44.4 0.8 2.3 0.0 3.1 100.0 PHF 0.91 0.91 0.00 0.00 0.91 0.91 0.91 RT TH U 61 279 0 U 0 LT 15 RT 5 0 7 281 U LT TH East/West Street: Southbound Highland Blvd Northbound Middle BH Approach Eastbound North/South Street: Highland Blvd AM Peak Hour (7:30 - 8:30 AM) 17095 Project Number: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland & M Approach Counted By: Agency/Company: J. Staszcuk Sanderson Stewart Mi d d l e B H A p p r o a c h 20 City of Bozeman Thursday, November 30, 2017 Date Performed: Count Time Period: Bozeman Health TIS Highland Blvd Middle BH Approach Vehicle Volumes and Adjustments Highland Blvd 340 In Out 296 Highland Blvd 288 In Out 284 In 68 Total Entering 648 Ou t NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 4:30 PM 11 66 0 77 134 4 0 138 2 9 0 11 226 4:45 PM 7 79 0 86 89 1 0 90 4 13 0 17 193 5:00 PM 9 100 0 109 136 2 0 138 3 12 0 15 262 5:15 PM 12 97 0 109 126 5 0 131 5 8 0 13 253 Grand Total 39 342 0 381 485 12 0 497 14 42 0 56 934 Medium Truck % 2.6 0.3 0.0 0.5 0.8 8.3 0.0 1.0 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 2.6 0.6 0.0 0.8 0.8 8.3 0.0 1.0 0.0 0.0 0.0 0.0 Total % 4.2 36.6 0.0 40.8 51.9 1.3 0.0 53.2 1.5 4.5 0.0 6.0 100.0 PHF 0.89 0.89 0.00 0.00 0.89 0.89 0.89 RT TH U 39 342 0 U 0 LT 42 RT 14 0 12 485 U LT TH Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: J. Staszcuk Highland & M Approach North/South Street: Highland Blvd Middle BH Approach Date Performed: Thursday, November 30, 2017 City of Bozeman Count Time Period: PM Peak Hour (4:30 - 5:30 PM) Project Number: 17095 Bozeman Health TIS East/West Street: Mi d d l e B H A p p r o a c h Ou t 51 Vehicle Volumes and Adjustments Highland Blvd Highland Blvd Middle BH Approach Middle BH Approach Southbound Northbound Eastbound Westbound In 56 Highland Blvd In Out 381 527 Highland Blvd Total Entering 934 356 497 Out In NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.05 1.05 1.05 1.05 0 1.05 1.05 1.05 1.05 0 7:30 AM 0 0 0 0 0 38 0 33 0 71 76 63 0 0 139 0 114 118 0 232 442 7:45 AM 0 0 0 0 0 38 0 60 0 98 74 68 1 0 143 0 151 127 0 278 519 8:00 AM 0 0 1 0 1 32 1 60 0 93 67 70 0 0 137 1 125 74 0 200 431 8:15 AM 0 0 0 0 0 30 1 48 0 79 82 83 1 0 166 0 146 81 0 227 472 Grand Total 0 0 1 0 1 138 2 201 0 341 299 284 2 0 585 1 536 400 0 937 1864 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.5 0.0 0.6 0.3 0.7 0.0 0.0 0.5 0.0 0.4 0.3 0.0 0.3 Heavy Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.3 0.3 2.5 0.0 0.0 1.4 0.0 1.3 1.0 0.0 1.2 Total Truck % 0.0 0.0 0.0 0.0 0.0 0.7 0.0 1.0 0.0 0.9 0.7 3.2 0.0 0.0 1.9 0.0 1.7 1.3 0.0 1.5 Total % 0.0 0.0 0.1 0.0 0.1 7.4 0.1 10.8 0.0 18.3 16.0 15.2 0.1 0.0 31.4 0.1 28.8 21.5 0.0 50.3 100.0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 RT TH LT U 0 0 1 0 1 R T 5 3 6 T H 4 0 0 L T 0 U U 0 LT 2 TH 28 4 RT 29 9 0 201 2 138 U LT TH RT In 73 7 I n 9 3 7 O u t 4 2 3 Total Entering 1864 Ou t Highland Blvd 341 In Out 699 Highland Blvd 1 In Out 5 Ma i n S t r e e t M a i n S t r e e t 58 5 City of Bozeman Thursday, November 30, 2017 Date Performed: Count Time Period: Bozeman Health TIS Highland Blvd Main Street Main Street Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland & Main Counted By: Westbound Agency/Company: J. Staszcuk Sanderson Stewart North/South Street: Highland Blvd AM Peak Hour (7:30 - 8:30 AM) 17095 Project Number: Southbound Highland Blvd Northbound Main Street Eastbound East/West Street: NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.05 1.05 1.05 1.05 0 1.05 1.05 1.05 1.05 0 4:30 PM 0 1 0 0 1 112 0 102 0 214 27 122 0 0 149 0 87 41 1 129 493 4:45 PM 1 1 2 0 4 83 0 83 0 166 61 121 0 0 182 0 75 40 0 115 467 5:00 PM 2 0 0 0 2 111 0 88 0 199 71 177 1 0 249 0 91 48 0 139 589 5:15 PM 1 1 1 0 3 107 0 91 0 198 60 166 0 0 226 0 113 46 0 159 586 Grand Total 4 3 3 0 10 413 0 364 0 777 219 586 1 0 806 0 366 175 1 542 2135 Medium Truck % 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.3 0.0 0.4 0.0 0.2 0.0 0.0 0.1 0.0 0.3 0.0 100.0 0.4 Heavy Truck % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.4 0.0 2.2 1.1 100.0 2.0 Total Truck % 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.3 0.0 0.4 0.0 0.7 0.0 0.0 0.5 0.0 2.5 1.1 200.0 2.4 Total % 0.2 0.1 0.1 0.0 0.5 19.3 0.0 17.0 0.0 36.4 10.3 27.4 0.0 0.0 37.8 0.0 17.1 8.2 0.0 25.4 100.0 PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 RT TH LT U 4 3 3 0 0 R T 3 6 6 T H 1 7 5 L T 1 U U 0 LT 1 TH 58 6 RT 21 9 0 364 0 413 U LT TH RT Highland Blvd 5 4 2 I n M a i n S t r e e t Total Entering 2135 397 777 Out In Highland Blvd In Out 10 1 Ma i n S t r e e t Ou t 73 4 Vehicle Volumes and Adjustments Highland Blvd Highland Blvd Main Street Main Street Southbound Northbound Eastbound Westbound In 80 6 1 0 0 3 O u t North/South Street: Highland Blvd Main Street Date Performed: Thursday, November 30, 2017 City of Bozeman Count Time Period: PM Peak Hour (4:30 - 5:30 PM) Project Number: 17095 Bozeman Health TIS East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: J. Staszcuk Highland & Main NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 7:30 AM 11 91 0 102 66 3 0 69 2 6 0 8 179 7:45 AM 16 87 0 103 86 2 0 88 1 12 0 13 204 8:00 AM 5 73 0 78 71 2 0 73 1 7 0 8 159 8:15 AM 15 78 0 93 64 4 0 68 1 7 0 8 169 Grand Total 47 329 0 376 287 11 0 298 5 32 0 37 711 Medium Truck % 0.0 1.5 0.0 1.3 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 0.9 0.0 0.8 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 Total Truck % 0.0 2.4 0.0 2.1 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 Total % 6.6 46.3 0.0 52.9 40.4 1.5 0.0 41.9 0.7 4.5 0.0 5.2 100.0 PHF 0.87 0.87 0.00 0.00 0.87 0.87 0.87 RT TH U 47 329 0 U 0 LT 32 RT 5 0 11 287 U LT TH In 58 Total Entering 711 Ou t Highland Blvd 298 In Out 334 Highland Blvd 376 In Out 319 No r t h B H A p p r o a c h 37 City of Bozeman Thursday, November 30, 2017 Date Performed: Count Time Period: Bozeman Health TIS Highland Blvd North BH Approach Vehicle Volumes and Adjustments INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland & N Approach Counted By: Agency/Company: J. Staszcuk Sanderson Stewart North/South Street: Highland Blvd AM Peak Hour (7:30 - 8:30 AM) 17095 Project Number: Southbound Highland Blvd Northbound North BH Approach Eastbound East/West Street: NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 4:30 PM 4 77 0 81 148 2 0 150 5 11 0 16 247 4:45 PM 1 83 0 84 99 5 0 104 1 4 0 5 193 5:00 PM 6 103 0 109 131 6 0 137 4 8 0 12 258 5:15 PM 17 104 0 121 131 9 0 140 4 15 0 19 280 Grand Total 28 367 0 395 509 22 0 531 14 38 0 52 978 Medium Truck % 0.0 0.8 0.0 0.8 0.8 0.0 0.0 0.8 0.0 0.0 0.0 0.0 Heavy Truck % 0.0 0.5 0.0 0.5 0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 Total Truck % 0.0 1.4 0.0 1.3 1.0 0.0 0.0 0.9 0.0 0.0 0.0 0.0 Total % 2.9 37.5 0.0 40.4 52.0 2.2 0.0 54.3 1.4 3.9 0.0 5.3 100.0 PHF 0.87 0.87 0.00 0.00 0.87 0.87 0.87 RT TH U 28 367 0 U 0 LT 38 RT 14 0 22 509 U LT TH Highland Blvd Total Entering 978 381 531 Out In Highland Blvd In Out 395 547 No r t h B H A p p r o a c h Ou t 50 Vehicle Volumes and Adjustments Highland Blvd Highland Blvd North BH Approach North BH Approach Southbound Northbound Eastbound Westbound In 52 North/South Street: Highland Blvd North BH Approach Date Performed: Thursday, November 30, 2017 City of Bozeman Count Time Period: PM Peak Hour (4:30 - 5:30 PM) Project Number: 17095 Bozeman Health TIS East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: J. Staszcuk Highland & N Approach NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 7:30 AM 14 57 0 71 57 2 0 59 2 1 0 3 133 7:45 AM 11 59 0 70 74 10 0 84 2 3 0 5 159 8:00 AM 10 42 0 52 60 10 0 70 3 2 0 5 127 8:15 AM 10 55 0 65 52 10 0 62 3 7 0 10 137 Grand Total 45 213 0 258 243 32 0 275 10 13 0 23 556 Medium Truck % 0.0 1.4 0.0 1.2 0.8 0.0 0.0 0.7 20.0 0.0 0.0 8.7 Heavy Truck % 0.0 0.5 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 1.9 0.0 1.6 0.8 0.0 0.0 0.7 20.0 0.0 0.0 8.7 Total % 8.1 38.3 0.0 46.4 43.7 5.8 0.0 49.5 1.8 2.3 0.0 4.1 100.0 PHF 0.87 0.87 0.00 0.00 0.87 0.87 0.87 RT TH U 45 213 0 U 0 LT 13 RT 10 0 32 243 U LT TH East/West Street: Southbound Highland Blvd Northbound Old Highland Blvd Eastbound North/South Street: Highland Blvd AM Peak Hour (7:30 - 8:30 AM) 17095 Project Number: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland & Old Highland Counted By: Agency/Company: J. Staszcuk Sanderson Stewart Old H i g h l a n d B l v d 23 City of Bozeman Thursday, December 14, 2017 Date Performed: Count Time Period: Bozeman Health TIS Highland Blvd Old Highland Blvd Vehicle Volumes and Adjustments Highland Blvd 258 In Out 256 Highland Blvd 275 In Out 223 In 77 Total Entering 556 Ou t NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 4:30 PM 2 58 0 60 106 6 0 112 14 20 0 34 206 4:45 PM 5 72 0 77 65 3 0 68 9 17 0 26 171 5:00 PM 3 86 0 89 99 4 0 103 9 24 0 33 225 5:15 PM 5 84 0 89 100 4 0 104 12 21 0 33 226 Grand Total 15 300 0 315 370 17 0 387 44 82 0 126 828 Medium Truck % 0.0 0.0 0.0 0.0 1.1 0.0 0.0 1.0 4.5 0.0 0.0 1.6 Heavy Truck % 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 0.3 0.0 0.3 1.1 0.0 0.0 1.0 4.5 0.0 0.0 1.6 Total % 1.8 36.2 0.0 38.0 44.7 2.1 0.0 46.7 5.3 9.9 0.0 15.2 100.0 PHF 0.92 0.92 0.00 0.00 0.92 0.92 0.92 RT TH U 15 300 0 U 0 LT 82 RT 44 0 17 370 U LT TH Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: J. Staszcuk Highland & Old Highland North/South Street: Highland Blvd Old Highland Blvd Date Performed: Thursday, December 14, 2017 City of Bozeman Count Time Period: PM Peak Hour (4:30 - 5:30 PM) Project Number: 17095 Bozeman Health TIS East/West Street: Old H i g h l a n d B l v d Ou t 32 Vehicle Volumes and Adjustments Highland Blvd Highland Blvd Old Highland Blvd Old Highland Blvd Southbound Northbound Eastbound Westbound In 12 6 Highland Blvd In Out 315 452 Highland Blvd Total Entering 828 344 387 Out In NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 7:30 AM 16 64 0 80 64 2 0 66 2 1 0 3 149 7:45 AM 13 66 0 79 83 11 0 94 2 3 0 5 178 8:00 AM 11 47 0 58 67 11 0 78 3 2 0 5 141 8:15 AM 11 62 0 73 58 11 0 69 3 7 0 10 152 Grand Total 51 239 0 290 272 35 0 307 10 13 0 23 620 Medium Truck % 0.0 1.3 0.0 1.0 0.7 0.0 0.0 0.7 20.0 0.0 0.0 8.7 Heavy Truck % 0.0 0.4 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 1.7 0.0 1.4 0.7 0.0 0.0 0.7 20.0 0.0 0.0 8.7 Total % 8.2 38.5 0.0 46.8 43.9 5.6 0.0 49.5 1.6 2.1 0.0 3.7 100.0 PHF 0.87 0.87 0.00 0.00 0.87 0.87 0.87 RT TH U 51 239 0 U 0 LT 13 RT 10 0 35 272 U LT TH In 86 Total Entering 620 Ou t Highland Blvd 307 In Out 249 Highland Blvd 290 In Out 285 So u t h B H A p p r o a c h 23 City of Bozeman Thursday, November 30, 2017 Date Performed: Count Time Period: Bozeman Health TIS Highland Blvd South BH Approach Vehicle Volumes and Adjustments AM Peak Hour (7:30 - 8:30 AM) 17095 Project Number: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland & S Approach Counted By: Agency/Company: J. Staszcuk Sanderson Stewart East/West Street: Southbound Highland Blvd Northbound South BH Approach Eastbound North/South Street: Highland Blvd NNNNN Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.00 1.00 1.00 1.00 0 1.05 1.05 1.05 1.05 0 4:30 PM 2 65 0 67 118 6 0 124 14 20 0 34 225 4:45 PM 5 81 0 86 72 3 0 75 9 17 0 26 187 5:00 PM 3 96 0 99 111 4 0 115 9 24 0 33 247 5:15 PM 5 94 0 99 112 4 0 116 12 21 0 33 248 Grand Total 15 336 0 351 413 17 0 430 44 82 0 126 907 Medium Truck % 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.9 4.5 0.0 0.0 1.6 Heavy Truck % 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck % 0.0 0.3 0.0 0.3 1.0 0.0 0.0 0.9 4.5 0.0 0.0 1.6 Total % 1.7 37.0 0.0 38.7 45.5 1.9 0.0 47.4 4.9 9.0 0.0 13.9 100.0 PHF 0.91 0.91 0.00 0.00 0.91 0.91 0.91 RT TH U 15 336 0 U 0 LT 82 RT 44 0 17 413 U LT TH Highland Blvd Total Entering 907 380 430 Out In Highland Blvd In Out 351 495 So u t h B H A p p r o a c h Ou t 32 Vehicle Volumes and Adjustments Highland Blvd Highland Blvd South BH Approach South BH Approach Southbound Northbound Eastbound Westbound In 12 6 North/South Street: Highland Blvd South BH Approach Date Performed: Thursday, November 30, 2017 City of Bozeman Count Time Period: PM Peak Hour (4:30 - 5:30 PM) Project Number: 17095 Bozeman Health TIS East/West Street: Agency/Company: Sanderson Stewart INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By: J. Staszcuk Highland & S Approach NNNNN CAPACITY CALCULATIONS - EXISTING CONDITIONS (2017) A P P E N D I X C HCM 6th TWSC 1: Highland Boulevard & Parking Lot N Access 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 32 5 11 287 329 47 Future Vol, veh/h 32 5 11 287 329 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 1 2 0 Mvmt Flow 37 6 13 330 378 54 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 734 378 432 0 - 0 Stage 1 378 - - - - - Stage 2 356 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 390 673 1138 - - - Stage 1 697 - - - - - Stage 2 713 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 386 673 1138 - - - Mov Cap-2 Maneuver 386 - - - - - Stage 1 689 - - - - - Stage 2 713 - - - - - Approach EB NB SB HCM Control Delay, s 14.8 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1138 - 410 - - HCM Lane V/C Ratio 0.011 - 0.104 - - HCM Control Delay (s) 8.2 - 14.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 2 7 30 11 35 6 238 35 77 323 258 Future Vol, veh/h 21 2 7 30 11 35 6 238 35 77 323 258 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 5 0 0 13 0 6 0 1 0 0 2 0 Mvmt Flow 27 3 9 38 14 44 8 301 44 97 409 327 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1135 1128 573 1112 1269 323 736 0 0 345 0 0 Stage 1 767 767 - 339 339 - - - - - - - Stage 2 368 361 - 773 930 - - - - - - - Critical Hdwy 7.15 6.5 6.2 7.23 6.5 6.26 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.15 5.5 - 6.23 5.5 - - - - - - - Critical Hdwy Stg 2 6.15 5.5 - 6.23 5.5 - - - - - - - Follow-up Hdwy 3.545 4 3.3 3.617 4 3.354 2.2 - - 2.2 - - Pot Cap-1 Maneuver 177 206 523 177 170 709 879 - - 1225 - - Stage 1 390 414 - 653 643 - - - - - - - Stage 2 646 629 - 376 349 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 144 188 523 161 155 709 879 - - 1225 - - Mov Cap-2 Maneuver 144 188 - 161 155 - - - - - - - Stage 1 386 381 - 647 637 - - - - - - - Stage 2 587 623 - 338 321 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 30.8 28.4 0.2 1 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 879 - - 177 248 1225 - - HCM Lane V/C Ratio 0.009 - - 0.215 0.388 0.08 - - HCM Control Delay (s) 9.1 - - 30.8 28.4 8.2 - - HCM Lane LOS A - - D D A - - HCM 95th %tile Q(veh) 0 - - 0.8 1.7 0.3 - - HCM 6th TWSC 7: Highland Boulevard & Parking Lot Middle Access 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 3 Intersection Int Delay, s/veh 0.5 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 15 5 7 281 279 61 Future Vol, veh/h 15 5 7 281 279 61 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 7 0 0 4 1 10 Mvmt Flow 16 5 8 309 307 67 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 632 307 374 0 - 0 Stage 1 307 - - - - - Stage 2 325 - - - - - Critical Hdwy 6.47 6.2 4.1 - - - Critical Hdwy Stg 1 5.47 - - - - - Critical Hdwy Stg 2 5.47 - - - - - Follow-up Hdwy 3.563 3.3 2.2 - - - Pot Cap-1 Maneuver 436 738 1196 - - - Stage 1 735 - - - - - Stage 2 721 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 433 738 1196 - - - Mov Cap-2 Maneuver 433 - - - - - Stage 1 730 - - - - - Stage 2 721 - - - - - Approach SB NE SW HCM Control Delay, s 12.8 0.2 0 HCM LOS B Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1196 - 483 - - HCM Lane V/C Ratio 0.006 - 0.046 - - HCM Control Delay (s) 8 - 12.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 9: Highland Boulevard & Parking Lot S Access 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 4 Intersection Int Delay, s/veh 0.9 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 13 10 35 272 239 51 Future Vol, veh/h 13 10 35 272 239 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 20 0 1 2 0 Mvmt Flow 15 11 40 313 275 59 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 698 305 334 0 - 0 Stage 1 305 - - - - - Stage 2 393 - - - - - Critical Hdwy 6.4 6.4 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.48 2.2 - - - Pot Cap-1 Maneuver 410 695 1237 - - - Stage 1 752 - - - - - Stage 2 686 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 394 695 1237 - - - Mov Cap-2 Maneuver 394 - - - - - Stage 1 723 - - - - - Stage 2 686 - - - - - Approach SB NE SW HCM Control Delay, s 12.9 0.9 0 HCM LOS B Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1237 - 485 - - HCM Lane V/C Ratio 0.033 - 0.055 - - HCM Control Delay (s) 8 0 12.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Highland Boulevard & Old Highland Boulevard 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 5 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 10 32 243 213 45 Future Vol, veh/h 13 10 32 243 213 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 75 0 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 20 1 0 2 0 Mvmt Flow 15 11 37 279 245 52 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 624 271 297 0 - 0 Stage 1 271 - - - - - Stage 2 353 - - - - - Critical Hdwy 6.4 6.4 4.11 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.48 2.209 - - - Pot Cap-1 Maneuver 452 726 1270 - - - Stage 1 779 - - - - - Stage 2 716 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 439 726 1270 - - - Mov Cap-2 Maneuver 439 - - - - - Stage 1 756 - - - - - Stage 2 716 - - - - - Approach EB NB SB HCM Control Delay, s 12 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1270 - 439 726 - - HCM Lane V/C Ratio 0.029 - 0.034 0.016 - - HCM Control Delay (s) 7.9 - 13.5 10 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0.1 - 0.1 0 - - HCM 6th Signalized Intersection Summary 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 2 284 299 400 536 1 201 2 138 1 0 0 Future Volume (veh/h) 2 284 299 400 536 1 201 2 138 1 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1856 1856 1885 1870 1870 1885 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 316 332 444 596 1 223 2 153 1 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 3 3 1 2 2 1 0 0 0 0 0 Cap, veh/h 498 866 772 640 2471 4 364 4 271 191 0 0 Arrive On Green 0.49 0.49 0.49 0.15 0.68 0.68 0.17 0.17 0.17 0.17 0.00 0.00 Sat Flow, veh/h 834 1763 1572 1795 3640 6 1429 21 1593 603 0 0 Grp Volume(v), veh/h 2 316 332 444 291 306 223 0 155 1 0 0 Grp Sat Flow(s),veh/h/ln 834 1763 1572 1795 1777 1869 1429 0 1613 603 0 0 Q Serve(g_s), s 0.1 9.1 11.1 8.9 5.1 5.1 3.1 0.0 7.2 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.1 9.1 11.1 8.9 5.1 5.1 10.3 0.0 7.2 7.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.99 1.00 0.00 Lane Grp Cap(c), veh/h 498 866 772 640 1206 1269 364 0 274 191 0 0 V/C Ratio(X) 0.00 0.37 0.43 0.69 0.24 0.24 0.61 0.00 0.56 0.01 0.00 0.00 Avail Cap(c_a), veh/h 498 866 772 1250 1206 1269 823 0 792 593 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 10.6 12.9 13.4 8.4 5.0 5.0 32.1 0.0 31.0 34.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.2 1.7 1.4 0.5 0.5 1.7 0.0 1.8 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.4 3.8 2.7 1.5 1.6 4.2 0.0 2.8 0.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.6 14.0 15.1 9.8 5.5 5.5 33.8 0.0 32.9 34.3 0.0 0.0 LnGrp LOS B B B A A A C A C C A A Approach Vol, veh/h 650 1041 378 1 Approach Delay, s/veh 14.6 7.3 33.4 34.3 Approach LOS B A C C Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 20.5 15.3 45.7 20.5 61.0 Change Period (Y+Rc), s 6.6 3.0 * 5.7 6.6 * 5.7 Max Green Setting (Gmax), s 40.0 40.0 * 40 40.0 * 40 Max Q Clear Time (g_c+I1), s 12.3 10.9 13.1 9.2 7.1 Green Ext Time (p_c), s 1.6 1.4 4.2 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Queues 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Existing (2017) AM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBT Lane Group Flow (vph) 2 648 444 597 223 155 1 v/c Ratio 0.01 0.43 0.70 0.26 0.73 0.33 0.00 Control Delay 24.0 15.9 13.9 7.9 50.3 7.7 31.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.0 15.9 13.9 7.9 50.3 7.7 31.0 Queue Length 50th (ft) 1 86 95 67 120 1 0 Queue Length 95th (ft) 8 209 214 134 237 52 5 Internal Link Dist (ft) 232 325 2526 52 Turn Bay Length (ft)325 Base Capacity (vph) 349 1523 919 3116 614 778 529 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.43 0.48 0.19 0.36 0.20 0.00 Intersection Summary HCM 6th TWSC 1: Highland Boulevard & Parking Lot N Access 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 38 14 22 509 367 28 Future Vol, veh/h 38 14 22 509 367 28 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 44 16 25 585 422 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1057 422 454 0 - 0 Stage 1 422 - - - - - Stage 2 635 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 251 636 1117 - - - Stage 1 666 - - - - - Stage 2 532 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 245 636 1117 - - - Mov Cap-2 Maneuver 245 - - - - - Stage 1 651 - - - - - Stage 2 532 - - - - - Approach EB NB SB HCM Control Delay, s 20.3 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1117 - 294 - - HCM Lane V/C Ratio 0.023 - 0.203 - - HCM Control Delay (s) 8.3 - 20.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 0.7 - - HCM 6th TWSC 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 2 Intersection Int Delay, s/veh 11.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 116 4 17 35 2 89 3 468 42 38 281 25 Future Vol, veh/h 116 4 17 35 2 89 3 468 42 38 281 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 0 4 0 0 0 1 5 0 0 0 Mvmt Flow 129 4 19 39 2 99 3 520 47 42 312 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1010 983 326 972 974 544 340 0 0 567 0 0 Stage 1 410 410 - 550 550 - - - - - - - Stage 2 600 573 - 422 424 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.14 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.14 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.14 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.536 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 220 251 720 230 254 543 1230 - - 1015 - - Stage 1 623 599 - 516 519 - - - - - - - Stage 2 491 507 - 605 590 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 173 240 720 213 243 543 1230 - - 1015 - - Mov Cap-2 Maneuver 173 240 - 213 243 - - - - - - - Stage 1 622 574 - 515 518 - - - - - - - Stage 2 399 506 - 560 566 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 70.3 20.3 0 1 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1230 - - 193 374 1015 - - HCM Lane V/C Ratio 0.003 - - 0.789 0.374 0.042 - - HCM Control Delay (s) 7.9 - - 70.3 20.3 8.7 - - HCM Lane LOS A - - F C A - - HCM 95th %tile Q(veh) 0 - - 5.4 1.7 0.1 - - HCM 6th TWSC 7: Highland Boulevard & Parking Lot Middle Access 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 3 Intersection Int Delay, s/veh 1.2 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 42 14 12 485 342 39 Future Vol, veh/h 42 14 12 485 342 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 1 1 3 Mvmt Flow 47 16 13 545 384 44 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 955 384 428 0 - 0 Stage 1 384 - - - - - Stage 2 571 - - - - - Critical Hdwy 6.4 6.2 4.18 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.272 - - - Pot Cap-1 Maneuver 289 668 1100 - - - Stage 1 693 - - - - - Stage 2 569 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 286 668 1100 - - - Mov Cap-2 Maneuver 286 - - - - - Stage 1 685 - - - - - Stage 2 569 - - - - - Approach SB NE SW HCM Control Delay, s 18.3 0.2 0 HCM LOS C Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1100 - 334 - - HCM Lane V/C Ratio 0.012 - 0.188 - - HCM Control Delay (s) 8.3 - 18.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.7 - - HCM 6th TWSC 9: Highland Boulevard & Parking Lot S Access 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 4 Intersection Int Delay, s/veh 2.8 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 82 44 17 413 336 15 Future Vol, veh/h 82 44 17 413 336 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 5 0 1 0 0 Mvmt Flow 90 48 19 454 369 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 869 377 385 0 - 0 Stage 1 377 - - - - - Stage 2 492 - - - - - Critical Hdwy 6.4 6.25 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.345 2.2 - - - Pot Cap-1 Maneuver 325 663 1185 - - - Stage 1 698 - - - - - Stage 2 619 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 318 663 1185 - - - Mov Cap-2 Maneuver 318 - - - - - Stage 1 683 - - - - - Stage 2 619 - - - - - Approach SB NE SW HCM Control Delay, s 19.3 0.3 0 HCM LOS C Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1185 - 389 - - HCM Lane V/C Ratio 0.016 - 0.356 - - HCM Control Delay (s) 8.1 0 19.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 1.6 - - HCM 6th TWSC 11: Highland Boulevard & Old Highland Boulevard 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 5 Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 82 44 17 370 300 15 Future Vol, veh/h 82 44 17 370 300 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 75 0 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 5 0 1 0 0 Mvmt Flow 89 48 18 402 326 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 772 334 342 0 - 0 Stage 1 334 - - - - - Stage 2 438 - - - - - Critical Hdwy 6.4 6.25 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.345 2.2 - - - Pot Cap-1 Maneuver 371 701 1228 - - - Stage 1 730 - - - - - Stage 2 655 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 365 701 1228 - - - Mov Cap-2 Maneuver 365 - - - - - Stage 1 719 - - - - - Stage 2 655 - - - - - Approach EB NB SB HCM Control Delay, s 15.4 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1228 - 365 701 - - HCM Lane V/C Ratio 0.015 - 0.244 0.068 - - HCM Control Delay (s) 8 - 18 10.5 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0 - 0.9 0.2 - - HCM 6th Signalized Intersection Summary 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 586 219 175 366 0 364 0 413 3 3 4 Future Volume (veh/h) 1 586 219 175 366 0 364 0 413 3 3 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1856 1856 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 1 644 241 192 402 0 400 0 454 3 3 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 0 1 1 1 3 3 0 0 0 0 0 0 Cap, veh/h 453 979 366 333 1756 0 421 0 618 104 107 110 Arrive On Green 0.38 0.38 0.38 0.09 0.50 0.00 0.38 0.00 0.38 0.38 0.38 0.38 Sat Flow, veh/h 998 2550 954 1795 3618 0 1431 0 1610 154 278 288 Grp Volume(v), veh/h 1 452 433 192 402 0 400 0 454 10 0 0 Grp Sat Flow(s),veh/h/ln 998 1791 1713 1795 1763 0 1431 0 1610 719 0 0 Q Serve(g_s), s 0.1 21.7 21.7 6.4 6.7 0.0 14.7 0.0 25.2 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.1 21.7 21.7 6.4 6.7 0.0 40.0 0.0 25.2 25.3 0.0 0.0 Prop In Lane 1.00 0.56 1.00 0.00 1.00 1.00 0.30 0.40 Lane Grp Cap(c), veh/h 453 688 658 333 1756 0 421 0 618 321 0 0 V/C Ratio(X) 0.00 0.66 0.66 0.58 0.23 0.00 0.95 0.00 0.73 0.03 0.00 0.00 Avail Cap(c_a), veh/h 453 688 658 870 1756 0 421 0 618 321 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.8 26.4 26.4 19.1 14.8 0.0 38.1 0.0 27.5 21.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 4.9 5.1 1.6 0.3 0.0 31.2 0.0 4.5 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 9.7 9.3 2.6 2.6 0.0 14.0 0.0 10.1 0.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.8 31.3 31.5 20.7 15.1 0.0 69.3 0.0 32.1 22.0 0.0 0.0 LnGrp LOS B C C C B A E A C C A A Approach Vol, veh/h 886 594 854 10 Approach Delay, s/veh 31.4 16.9 49.5 22.0 Approach LOS C B D C Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 46.6 11.9 45.7 46.6 57.6 Change Period (Y+Rc), s 6.6 3.0 * 5.7 6.6 * 5.7 Max Green Setting (Gmax), s 40.0 40.0 * 40 40.0 * 40 Max Q Clear Time (g_c+I1), s 42.0 8.4 23.7 27.3 8.7 Green Ext Time (p_c), s 0.0 0.5 5.0 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 34.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Queues 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Existing (2017) PM Peak Hour 12/28/2017 Baseline Synchro 8 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBT Lane Group Flow (vph) 1 885 192 402 400 454 10 v/c Ratio 0.00 0.66 0.55 0.22 0.80 0.49 0.02 Control Delay 23.0 29.4 18.3 13.8 44.1 2.2 18.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.0 29.4 18.3 13.8 44.1 2.2 18.9 Queue Length 50th (ft) 0 253 65 76 236 0 3 Queue Length 95th (ft) 4 355 104 105 #420 5 15 Internal Link Dist (ft) 232 325 2526 52 Turn Bay Length (ft)325 Base Capacity (vph) 374 1342 741 2788 547 967 628 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.66 0.26 0.14 0.73 0.47 0.02 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. CAPACITY CALCULATIONS - FUTURE (2022) + SITE A P P E N D I X D HCM 6th TWSC 1: Highland Boulevard & Parking Lot N Access 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 38 5 11 338 357 59 Future Vol, veh/h 38 5 11 338 357 59 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 1 2 0 Mvmt Flow 44 6 13 389 410 68 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 825 410 478 0 - 0 Stage 1 410 - - - - - Stage 2 415 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 345 646 1095 - - - Stage 1 674 - - - - - Stage 2 671 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 341 646 1095 - - - Mov Cap-2 Maneuver 341 - - - - - Stage 1 666 - - - - - Stage 2 671 - - - - - Approach EB NB SB HCM Control Delay, s 16.5 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1095 - 361 - - HCM Lane V/C Ratio 0.012 - 0.137 - - HCM Control Delay (s) 8.3 - 16.5 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.5 - - HCM 6th TWSC 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 2 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 3 7 43 14 52 6 275 55 95 350 265 Future Vol, veh/h 25 3 7 43 14 52 6 275 55 95 350 265 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 5 0 0 13 0 6 0 1 0 0 2 0 Mvmt Flow 32 4 9 54 18 66 8 348 70 120 443 335 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1292 1285 611 1256 1417 383 778 0 0 418 0 0 Stage 1 851 851 - 399 399 - - - - - - - Stage 2 441 434 - 857 1018 - - - - - - - Critical Hdwy 7.15 6.5 6.2 7.23 6.5 6.26 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.15 5.5 - 6.23 5.5 - - - - - - - Critical Hdwy Stg 2 6.15 5.5 - 6.23 5.5 - - - - - - - Follow-up Hdwy 3.545 4 3.3 3.617 4 3.354 2.2 - - 2.2 - - Pot Cap-1 Maneuver 138 166 497 141 138 656 848 - - 1152 - - Stage 1 350 379 - 606 606 - - - - - - - Stage 2 589 585 - 337 317 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 101 147 497 124 123 656 848 - - 1152 - - Mov Cap-2 Maneuver 101 147 - 124 123 - - - - - - - Stage 1 347 340 - 601 601 - - - - - - - Stage 2 509 580 - 293 284 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 49.4 54.3 0.2 1.1 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 848 - - 124 202 1152 - - HCM Lane V/C Ratio 0.009 - - 0.357 0.683 0.104 - - HCM Control Delay (s) 9.3 - - 49.4 54.3 8.5 - - HCM Lane LOS A - - E F A - - HCM 95th %tile Q(veh) 0 - - 1.5 4.2 0.3 - - HCM 6th TWSC 7: Highland Boulevard & Parking Lot Middle Access 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 3 Intersection Int Delay, s/veh 0.5 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 16 7 9 331 303 65 Future Vol, veh/h 16 7 9 331 303 65 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 7 0 0 4 1 10 Mvmt Flow 18 8 10 364 333 71 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 717 333 404 0 - 0 Stage 1 333 - - - - - Stage 2 384 - - - - - Critical Hdwy 6.47 6.2 4.1 - - - Critical Hdwy Stg 1 5.47 - - - - - Critical Hdwy Stg 2 5.47 - - - - - Follow-up Hdwy 3.563 3.3 2.2 - - - Pot Cap-1 Maneuver 389 713 1166 - - - Stage 1 715 - - - - - Stage 2 678 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 385 713 1166 - - - Mov Cap-2 Maneuver 385 - - - - - Stage 1 709 - - - - - Stage 2 678 - - - - - Approach SB NE SW HCM Control Delay, s 13.5 0.2 0 HCM LOS B Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1166 - 448 - - HCM Lane V/C Ratio 0.008 - 0.056 - - HCM Control Delay (s) 8.1 - 13.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 9: Highland Boulevard & Parking Lot S Access 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 4 Intersection Int Delay, s/veh 1 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 13 13 41 324 265 51 Future Vol, veh/h 13 13 41 324 265 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 20 0 1 2 0 Mvmt Flow 15 15 47 372 305 59 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 801 335 364 0 - 0 Stage 1 335 - - - - - Stage 2 466 - - - - - Critical Hdwy 6.4 6.4 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.48 2.2 - - - Pot Cap-1 Maneuver 356 668 1206 - - - Stage 1 729 - - - - - Stage 2 636 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 339 668 1206 - - - Mov Cap-2 Maneuver 339 - - - - - Stage 1 693 - - - - - Stage 2 636 - - - - - Approach SB NE SW HCM Control Delay, s 13.6 0.9 0 HCM LOS B Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1206 - 450 - - HCM Lane V/C Ratio 0.039 - 0.066 - - HCM Control Delay (s) 8.1 0 13.6 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - HCM 6th TWSC 11: Highland Boulevard & Old Highland Boulevard 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 5 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 0 12 9 0 19 37 282 3 7 235 45 Future Vol, veh/h 13 0 12 9 0 19 37 282 3 7 235 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 0 2 20 2 2 2 1 0 2 2 2 0 Mvmt Flow 15 0 14 10 0 22 43 324 3 8 270 52 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 735 725 296 731 750 326 322 0 0 327 0 0 Stage 1 312 312 - 412 412 - - - - - - - Stage 2 423 413 - 319 338 - - - - - - - Critical Hdwy 7.1 6.52 6.4 7.12 6.52 6.22 4.11 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.1 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.5 4.018 3.48 3.518 4.018 3.318 2.209 - - 2.218 - - Pot Cap-1 Maneuver 338 352 703 337 340 715 1244 - - 1233 - - Stage 1 703 658 - 617 594 - - - - - - - Stage 2 613 594 - 693 641 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 317 338 703 320 326 715 1244 - - 1233 - - Mov Cap-2 Maneuver 317 338 - 320 326 - - - - - - - Stage 1 678 654 - 595 573 - - - - - - - Stage 2 574 573 - 675 637 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.7 12.5 0.9 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1244 - - 317 703 512 1233 - - HCM Lane V/C Ratio 0.034 - - 0.047 0.02 0.063 0.007 - - HCM Control Delay (s) 8 - - 16.9 10.2 12.5 7.9 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0.2 0 - - HCM 6th Signalized Intersection Summary 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 2 284 335 416 536 1 239 2 158 1 0 0 Future Volume (veh/h) 2 284 335 416 536 1 239 2 158 1 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1856 1856 1885 1870 1870 1885 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 2 316 372 462 596 1 266 2 176 1 0 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 3 3 1 2 2 1 0 0 0 0 0 Cap, veh/h 533 903 806 564 2398 4 732 3 257 175 0 0 Arrive On Green 0.51 0.51 0.51 0.10 0.66 0.66 0.16 0.16 0.16 0.16 0.00 0.00 Sat Flow, veh/h 834 1763 1572 1795 3640 6 2772 18 1595 434 0 0 Grp Volume(v), veh/h 2 316 372 462 291 306 266 0 178 1 0 0 Grp Sat Flow(s),veh/h/ln 834 1763 1572 1795 1777 1869 1386 0 1613 434 0 0 Q Serve(g_s), s 0.1 7.3 10.3 7.0 4.6 4.6 0.0 0.0 7.1 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.1 7.3 10.3 7.0 4.6 4.6 4.7 0.0 7.1 7.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.99 1.00 0.00 Lane Grp Cap(c), veh/h 533 903 806 564 1171 1232 732 0 260 175 0 0 V/C Ratio(X) 0.00 0.35 0.46 0.82 0.25 0.25 0.36 0.00 0.69 0.01 0.00 0.00 Avail Cap(c_a), veh/h 533 903 806 564 1171 1232 1410 0 654 475 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.1 9.9 10.6 10.7 4.8 4.8 26.0 0.0 27.0 30.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.1 1.9 9.3 0.5 0.5 0.3 0.0 3.2 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.5 3.3 3.6 1.3 1.3 1.9 0.0 2.8 0.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 8.2 11.0 12.5 19.9 5.3 5.2 26.3 0.0 30.2 30.4 0.0 0.0 LnGrp LOS A B B B A A C A C C A A Approach Vol, veh/h 690 1059 444 1 Approach Delay, s/veh 11.8 11.7 27.9 30.4 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 17.6 10.0 40.7 17.6 50.7 Change Period (Y+Rc), s 6.6 3.0 * 5.7 6.6 * 5.7 Max Green Setting (Gmax), s 27.7 7.0 * 35 27.7 * 45 Max Q Clear Time (g_c+I1), s 9.1 9.0 12.3 9.2 6.6 Green Ext Time (p_c), s 1.9 0.0 4.3 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 15.0 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Queues 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBT Lane Group Flow (vph) 2 688 462 597 266 178 1 v/c Ratio 0.00 0.38 0.86 0.26 0.54 0.41 0.00 Control Delay 10.0 5.6 25.9 6.0 30.3 7.7 23.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.0 5.6 25.9 6.0 30.3 7.7 23.0 Queue Length 50th (ft) 0 35 67 47 54 1 0 Queue Length 95th (ft) 4 76 #230 88 87 47 4 Internal Link Dist (ft) 232 325 2526 52 Turn Bay Length (ft)325 Base Capacity (vph) 406 1820 540 2286 1098 743 487 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.38 0.86 0.26 0.24 0.24 0.00 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC 1: Highland Boulevard & Parking Lot N Access 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 51 14 22 573 436 34 Future Vol, veh/h 51 14 22 573 436 34 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 59 16 25 659 501 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1210 501 540 0 - 0 Stage 1 501 - - - - - Stage 2 709 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 204 574 1039 - - - Stage 1 613 - - - - - Stage 2 491 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 199 574 1039 - - - Mov Cap-2 Maneuver 199 - - - - - Stage 1 598 - - - - - Stage 2 491 - - - - - Approach EB NB SB HCM Control Delay, s 27.7 0.3 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1039 - 232 - - HCM Lane V/C Ratio 0.024 - 0.322 - - HCM Control Delay (s) 8.6 - 27.7 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0.1 - 1.3 - - HCM 6th TWSC 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 2 Intersection Int Delay, s/veh 52.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 124 7 17 81 3 129 3 504 83 91 330 29 Future Vol, veh/h 124 7 17 81 3 129 3 504 83 91 330 29 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 0 4 0 0 0 1 5 0 0 0 Mvmt Flow 138 8 19 90 3 143 3 560 92 101 367 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1270 1243 383 1211 1213 606 399 0 0 652 0 0 Stage 1 585 585 - 612 612 - - - - - - - Stage 2 685 658 - 599 601 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.14 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.14 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.14 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.536 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 146 176 669 158 183 501 1171 - - 944 - - Stage 1 501 501 - 477 487 - - - - - - - Stage 2 441 464 - 485 493 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver ~ 94 157 669 135 163 501 1171 - - 944 - - Mov Cap-2 Maneuver ~ 94 157 - 135 163 - - - - - - - Stage 1 499 447 - 476 486 - - - - - - - Stage 2 312 463 - 414 440 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 354 94.7 0 1.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1171 - - 107 243 944 - - HCM Lane V/C Ratio 0.003 - - 1.537 0.974 0.107 - - HCM Control Delay (s) 8.1 - - $ 354 94.7 9.3 - - HCM Lane LOS A - - F F A - - HCM 95th %tile Q(veh) 0 - - 12.2 9 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 7: Highland Boulevard & Parking Lot Middle Access 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 3 Intersection Int Delay, s/veh 1.4 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 46 17 13 545 409 41 Future Vol, veh/h 46 17 13 545 409 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 1 1 3 Mvmt Flow 52 19 15 612 460 46 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1102 460 506 0 - 0 Stage 1 460 - - - - - Stage 2 642 - - - - - Critical Hdwy 6.4 6.2 4.18 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.272 - - - Pot Cap-1 Maneuver 236 605 1029 - - - Stage 1 640 - - - - - Stage 2 528 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 232 605 1029 - - - Mov Cap-2 Maneuver 232 - - - - - Stage 1 630 - - - - - Stage 2 528 - - - - - Approach SB NE SW HCM Control Delay, s 22.3 0.2 0 HCM LOS C Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1029 - 278 - - HCM Lane V/C Ratio 0.014 - 0.255 - - HCM Control Delay (s) 8.5 - 22.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 1 - - HCM 6th TWSC 9: Highland Boulevard & Parking Lot S Access 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 4 Intersection Int Delay, s/veh 3.2 Movement SBL SBR NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 82 50 20 474 406 15 Future Vol, veh/h 82 50 20 474 406 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 5 0 1 0 0 Mvmt Flow 90 55 22 521 446 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1019 454 462 0 - 0 Stage 1 454 - - - - - Stage 2 565 - - - - - Critical Hdwy 6.4 6.25 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.345 2.2 - - - Pot Cap-1 Maneuver 265 600 1110 - - - Stage 1 644 - - - - - Stage 2 573 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 258 600 1110 - - - Mov Cap-2 Maneuver 258 - - - - - Stage 1 626 - - - - - Stage 2 573 - - - - - Approach SB NE SW HCM Control Delay, s 24.3 0.3 0 HCM LOS C Minor Lane/Major Mvmt NEL NET SBLn1 SWT SWR Capacity (veh/h) 1110 - 329 - - HCM Lane V/C Ratio 0.02 - 0.441 - - HCM Control Delay (s) 8.3 0 24.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 2.2 - - HCM 6th TWSC 11: Highland Boulevard & Old Highland Boulevard 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 5 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 82 0 50 6 0 13 20 421 11 21 355 15 Future Vol, veh/h 82 0 50 6 0 13 20 421 11 21 355 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 2 5 2 2 2 0 1 2 2 0 0 Mvmt Flow 89 0 54 7 0 14 22 458 12 23 386 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 955 954 394 975 956 464 402 0 0 470 0 0 Stage 1 440 440 - 508 508 - - - - - - - Stage 2 515 514 - 467 448 - - - - - - - Critical Hdwy 7.1 6.52 6.25 7.12 6.52 6.22 4.1 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.1 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.5 4.018 3.345 3.518 4.018 3.318 2.2 - - 2.218 - - Pot Cap-1 Maneuver 240 259 649 231 258 598 1168 - - 1092 - - Stage 1 600 578 - 547 539 - - - - - - - Stage 2 546 535 - 576 573 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 227 249 649 205 248 598 1168 - - 1092 - - Mov Cap-2 Maneuver 227 249 - 205 248 - - - - - - - Stage 1 589 566 - 537 529 - - - - - - - Stage 2 523 525 - 517 561 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.3 15.2 0.4 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1168 - - 227 649 372 1092 - - HCM Lane V/C Ratio 0.019 - - 0.393 0.084 0.056 0.021 - - HCM Control Delay (s) 8.1 - - 30.8 11.1 15.2 8.4 - - HCM Lane LOS A - - D B C A - - HCM 95th %tile Q(veh) 0.1 - - 1.8 0.3 0.2 0.1 - - HCM 6th Signalized Intersection Summary 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 586 299 202 366 0 431 0 434 3 3 4 Future Volume (veh/h) 1 586 299 202 366 0 431 0 434 3 3 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1885 1885 1885 1856 1856 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 1 644 329 222 402 0 474 0 477 3 3 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 0 1 1 1 3 3 0 0 0 0 0 0 Cap, veh/h 496 944 482 339 1866 0 629 0 525 72 75 62 Arrive On Green 0.41 0.41 0.41 0.08 0.53 0.00 0.33 0.00 0.33 0.33 0.33 0.33 Sat Flow, veh/h 998 2294 1172 1795 3618 0 2776 0 1610 53 231 190 Grp Volume(v), veh/h 1 503 470 222 402 0 474 0 477 10 0 0 Grp Sat Flow(s),veh/h/ln 998 1791 1674 1795 1763 0 1388 0 1610 474 0 0 Q Serve(g_s), s 0.1 19.5 19.5 5.8 5.1 0.0 3.4 0.0 24.1 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.1 19.5 19.5 5.8 5.1 0.0 27.7 0.0 24.1 24.3 0.0 0.0 Prop In Lane 1.00 0.70 1.00 0.00 1.00 1.00 0.30 0.40 Lane Grp Cap(c), veh/h 496 737 689 339 1866 0 629 0 525 210 0 0 V/C Ratio(X) 0.00 0.68 0.68 0.66 0.22 0.00 0.75 0.00 0.91 0.05 0.00 0.00 Avail Cap(c_a), veh/h 496 737 689 339 1866 0 629 0 525 210 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 14.7 20.4 20.4 15.7 10.6 0.0 30.7 0.0 27.4 21.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 5.1 5.4 4.5 0.3 0.0 5.2 0.0 19.8 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.4 7.9 2.4 1.8 0.0 5.2 0.0 11.6 0.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.7 25.5 25.8 20.2 10.9 0.0 35.8 0.0 47.3 21.8 0.0 0.0 LnGrp LOS B C C C B A D A D C A A Approach Vol, veh/h 974 624 951 10 Approach Delay, s/veh 25.7 14.2 41.6 21.8 Approach LOS C B D C Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 34.3 10.0 40.7 34.3 50.7 Change Period (Y+Rc), s 6.6 3.0 * 5.7 6.6 * 5.7 Max Green Setting (Gmax), s 27.7 7.0 * 35 27.7 * 45 Max Q Clear Time (g_c+I1), s 29.7 7.8 21.5 26.3 7.1 Green Ext Time (p_c), s 0.0 0.0 5.1 0.0 2.7 Intersection Summary HCM 6th Ctrl Delay 28.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Queues 5: Highland Boulevard/Private Access & Main Street 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Lane Group EBL EBT WBL WBT NBL NBT SBT Lane Group Flow (vph) 1 973 222 402 474 477 10 v/c Ratio 0.00 0.61 0.65 0.20 0.65 0.74 0.03 Control Delay 14.0 16.7 19.1 9.0 29.7 17.2 16.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.0 16.7 19.1 9.0 29.7 17.2 16.6 Queue Length 50th (ft) 0 156 43 44 105 73 2 Queue Length 95th (ft) 3 253 #112 82 151 183 13 Internal Link Dist (ft) 232 325 2526 52 Turn Bay Length (ft)325 Base Capacity (vph) 439 1599 340 2023 983 760 493 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.61 0.65 0.20 0.48 0.63 0.02 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 3 7 43 14 52 6 275 55 95 350 265 Future Volume (veh/h) 25 3 7 43 14 52 6 275 55 95 350 265 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1885 1885 1900 1870 1870 Adj Flow Rate, veh/h 32 4 9 54 18 66 8 348 70 120 443 335 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh, % 0 0 0 0 0 0 0 1 1 0 2 2 Cap, veh/h 249 39 41 163 38 93 490 1096 220 769 711 537 Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.72 0.72 0.72 0.72 0.72 0.72 Sat Flow, veh/h 1039 322 340 517 317 764 705 1524 306 984 988 747 Grp Volume(v), veh/h 45 0 0 138 0 0 8 0 418 120 0 778 Grp Sat Flow(s),veh/h/ln 1701 0 0 1598 0 0 705 0 1830 984 0 1736 Q Serve(g_s), s 0.0 0.0 0.0 3.0 0.0 0.0 0.3 0.0 4.2 2.5 0.0 11.4 Cycle Q Clear(g_c), s 1.1 0.0 0.0 4.1 0.0 0.0 11.7 0.0 4.2 6.7 0.0 11.4 Prop In Lane 0.71 0.20 0.39 0.48 1.00 0.17 1.00 0.43 Lane Grp Cap(c), veh/h 329 0 0 294 0 0 490 0 1316 769 0 1248 V/C Ratio(X) 0.14 0.00 0.00 0.47 0.00 0.00 0.02 0.00 0.32 0.16 0.00 0.62 Avail Cap(c_a), veh/h 611 0 0 603 0 0 490 0 1316 769 0 1248 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.8 0.0 0.0 21.1 0.0 0.0 6.6 0.0 2.6 3.8 0.0 3.6 Incr Delay (d2), s/veh 0.2 0.0 0.0 1.2 0.0 0.0 0.1 0.0 0.6 0.4 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.7 0.4 0.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.0 0.0 0.0 22.3 0.0 0.0 6.6 0.0 3.2 4.2 0.0 5.9 LnGrp LOS C A A C A A A A A A A A Approach Vol, veh/h 45 138 426 898 Approach Delay, s/veh 20.0 22.3 3.3 5.7 Approach LOS C C A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 40.0 10.1 40.0 10.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 36.0 16.0 36.0 16.0 Max Q Clear Time (g_c+I1), s 13.7 3.1 13.4 6.1 Green Ext Time (p_c), s 2.6 0.1 6.7 0.5 Intersection Summary HCM 6th Ctrl Delay 7.0 HCM 6th LOS A Queues 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 45 138 8 418 120 778 v/c Ratio 0.22 0.51 0.02 0.30 0.16 0.58 Control Delay 18.8 18.8 3.7 4.0 4.2 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.8 18.8 3.7 4.0 4.2 6.2 Queue Length 50th (ft) 10 21 1 35 10 76 Queue Length 95th (ft) 27 49 4 73 27 158 Internal Link Dist (ft) 484 580 670 2526 Turn Bay Length (ft) 100 100 Base Capacity (vph) 380 446 431 1392 728 1351 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.31 0.02 0.30 0.16 0.58 Intersection Summary HCM 6th Signalized Intersection Summary 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 124 7 17 81 3 129 3 504 83 91 330 29 Future Volume (veh/h) 124 7 17 81 3 129 3 504 83 91 330 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 138 8 19 90 3 143 3 560 92 101 367 32 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 0 0 0 0 0 0 1 1 0 0 0 Cap, veh/h 383 28 33 220 25 196 684 974 160 492 1062 93 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 1168 147 171 527 130 1009 1001 1579 259 793 1723 150 Grp Volume(v), veh/h 165 0 0 236 0 0 3 0 652 101 0 399 Grp Sat Flow(s),veh/h/ln 1486 0 0 1666 0 0 1001 0 1838 793 0 1873 Q Serve(g_s), s 0.0 0.0 0.0 1.4 0.0 0.0 0.1 0.0 8.9 3.7 0.0 4.4 Cycle Q Clear(g_c), s 4.0 0.0 0.0 5.3 0.0 0.0 4.4 0.0 8.9 12.5 0.0 4.4 Prop In Lane 0.84 0.12 0.38 0.61 1.00 0.14 1.00 0.08 Lane Grp Cap(c), veh/h 445 0 0 441 0 0 684 0 1134 492 0 1155 V/C Ratio(X) 0.37 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.58 0.21 0.00 0.35 Avail Cap(c_a), veh/h 689 0 0 724 0 0 684 0 1134 492 0 1155 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.3 0.0 0.0 15.8 0.0 0.0 5.0 0.0 4.8 8.5 0.0 3.9 Incr Delay (d2), s/veh 0.5 0.0 0.0 1.0 0.0 0.0 0.0 0.0 2.1 0.9 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.1 0.6 0.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.8 0.0 0.0 16.8 0.0 0.0 5.0 0.0 6.9 9.5 0.0 4.8 LnGrp LOS B A A B A A A A A A A A Approach Vol, veh/h 165 236 655 500 Approach Delay, s/veh 15.8 16.8 6.9 5.7 Approach LOS B B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 30.0 12.2 30.0 12.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 26.0 16.0 26.0 16.0 Max Q Clear Time (g_c+I1), s 10.9 6.0 14.5 7.3 Green Ext Time (p_c), s 3.9 0.6 2.3 0.9 Intersection Summary HCM 6th Ctrl Delay 9.0 HCM 6th LOS A Queues 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 165 236 3 652 101 399 v/c Ratio 0.61 0.53 0.01 0.59 0.28 0.35 Control Delay 24.0 10.9 5.3 9.4 8.6 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.0 10.9 5.3 9.4 8.6 6.6 Queue Length 50th (ft) 34 19 0 85 11 43 Queue Length 95th (ft) 79 62 3 217 42 110 Internal Link Dist (ft) 484 580 670 2526 Turn Bay Length (ft) 100 100 Base Capacity (vph) 389 584 572 1110 364 1133 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.40 0.01 0.59 0.28 0.35 Intersection Summary HCM 6th Roundabout 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2022) AM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 10.6 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 45 138 426 898 Demand Flow Rate, veh/h 47 149 429 907 Vehicles Circulating, veh/h 633 393 158 87 Vehicles Exiting, veh/h 361 194 522 455 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.9 5.8 6.7 13.4 Approach LOS A A A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 47 149 429 907 Cap Entry Lane, veh/h 724 924 1174 1263 Entry HV Adj Factor 0.957 0.926 0.992 0.990 Flow Entry, veh/h 45 138 426 898 Cap Entry, veh/h 693 856 1165 1250 V/C Ratio 0.065 0.161 0.365 0.718 Control Delay, s/veh 5.9 5.8 6.7 13.4 LOS A A A B 95th %tile Queue, veh 0 1 2 7 HCM 6th Roundabout 2: Highland Boulevard & Elllis Street/Ellis Street 04/02/2018 Future (2020) PM Peak Hour 12/28/2017 Baseline Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 165 236 655 500 Demand Flow Rate, veh/h 165 240 666 500 Vehicles Circulating, veh/h 562 707 247 100 Vehicles Exiting, veh/h 38 206 480 847 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.9 10.3 11.9 6.8 Approach LOS A B B A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 165 240 666 500 Cap Entry Lane, veh/h 778 671 1073 1246 Entry HV Adj Factor 1.000 0.983 0.984 1.000 Flow Entry, veh/h 165 236 655 500 Cap Entry, veh/h 778 660 1055 1246 V/C Ratio 0.212 0.358 0.621 0.401 Control Delay, s/veh 6.9 10.3 11.9 6.8 LOS A B B A 95th %tile Queue, veh 1 2 5 2