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Home My WebLink AboutFORT COLLINS NISSAN-KIA - PDP210017 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 8 Bicycle Facilities .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Background Traffic Projections ..................................................................................... 12 Trip Assignment/Total Traffic ........................................................................................ 12 Signal Warrants ............................................................................................................. 12 Geometry ...................................................................................................................... 18 Operation Analysis ........................................................................................................ 18 Pedestrian Level of Service ........................................................................................... 24 Bicycle Level of Service ................................................................................................ 24 Transit Level of Service ................................................................................................. 26 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 27 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 9 3. Short Range (2026) Background Peak Hour Operation .......................................... 21 4. Long Range (2040) Background Peak Hour Operation ........................................... 22 5. Short Range (2026) Total Peak Hour Operation ..................................................... 23 6. Long Range (2040) Total Peak Hour Operation ...................................................... 25 DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 10 5. Trip Distribution ....................................................................................................... 11 6. Short Range (2026) Background Peak Hour Traffic ................................................ 13 7. Long Range (2040) Background Peak Hour Traffic................................................. 14 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2026) Total Peak Hour Traffic ........................................................... 16 10. Long Range (2040) Total Peak Hour Traffic ............................................................ 17 11. Short Range (2026) Geometry ................................................................................ 19 12. Long Range (2040) Geometry ................................................................................. 20 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Peak Hour Signal Warrant E. Short Range (2026) Background Peak Hour Operation F. Long Range (2040) Background Peak Hour Operation G. Short Range (2026) Total Peak Hour Operation H. Long Range (2040) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Fort Collins Nissan/Kia development. Fort Collins Nissan/Kia site is located west of College Avenue (US287) at Crestridge Drive in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (TCC Corporation), the project engineer (TB Group), the project architect (Infusion Architects, LLC), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Fort Collins Nissan/Kia development. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections; • Analyze signal warrants; • Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. This TIS is a revision of the “Fort Collins Nissan/Kia Transportation Impact Study” dated July 2021. It addresses City and CDOT staff comments. DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of Fort Collins Nissan/Kia site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential and commercial. There are residential uses west of the site. There are commercial uses to the south and east of the site. There is open space to the north of the site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Crestridge Drive and Smokey Street are at the crest of a vertical curve on College Avenue. The center of Fort Collins is to the north of Fort Collins Nissan/Kia site. Streets The primary streets near Fort Collins Nissan/Kia site are College Avenue (US287), Bueno Drive, Crestridge Drive, and Smokey Street. Figure 2 shows the current geometry at the key intersections. College Avenue (US287) is east of (adjacent to) the proposed Fort Collins Nissan/Kia site. College Avenue is a north-south street designated as a six-lane arterial street on the Fort Collins Master Street Plan and classified as a non-rural arterial (N-RA) by CDOT. Currently, College Avenue has a four-lane cross section (with a center lane) in this area. At the College/Bueno intersection, College Avenue has a two-way left-turn lane and two through lanes in each direction. At the College/Crestridge intersection, College Avenue has a two-way left-turn lane and two through lanes in each direction. At the College/Smokey intersection, College Avenue has a two-way left-turn lane and two through lanes in each direction. College Avenue has large shoulders in this area (approximately 12 feet), that are often used as right-turn lanes. During, data collection, it was observed that most vehicles making a left turn from the minor street were using the two-way left-turn lane as a refuge. Therefore, the intersections were analyzed as a two-step left-turns. It was observed that there were no left turn conflicts on College Avenue due to the offset intersections of Smokey Street and Crestridge Drive. The College/Bueno, College/Crestridge, and College/Smokey intersections have stop sign control on Bueno Drive, Crestridge Drive, and Smokey Street, respectively. The posted speed limit on College Avenue is 55 mph in this area. Bueno Drive is to the north of the proposed Fort Collins Nissan/Kia site. It is an east-west street classified as a local street according to the Fort Collins Master Street Plan. Currently, Bueno Drive has a two-lane cross section. At the College/Bueno intersection, Bueno Drive has movements combined into single lanes. There is no posted speed limit in this area of Bueno Drive. 287 SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 3College AvenueSkyway Drive Bueno Drive Smokey Street Fossil Parkway Trilby Road EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Crestridge Drive Smokey Street Bueno DriveCollege Avenue (US287)STOPSTOPSTOP- Denotes Lane Fort Collins Nissan/Kia TIS, April 2022 Page 4 DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 5 Crestridge Drive is north of the existing Fort Collins Nissan site. It is an east- west street classified as a local street according to the Fort Collins Master Street Plan. Currently, Crestridge Drive has a two-lane cross section. At the College/ Crestridge intersection, Crestridge Drive has movements combined into single lanes. The posted speed limit in this area of Crestridge Drive is 35 mph. Smokey Street is to the southeast of the proposed Fort Collins Nissan/Kia site. It is an east-west street classified as a local street according to the Fort Collins Master Street Plan. Currently, Smokey Street has a two-lane cross section. At the College/Smokey intersection, Smokey Street has movements combined into single lanes. The posted speed limit in this area of Smokey Street is 35 mph Existing Traffic Recent peak hour traffic volumes at the College/Bueno, College/Crestridge, and College/Smokey intersections are shown in Figure 3. The counts at the College/Bueno, College/Crestridge, and College/Smokey intersections were obtained in March 2021. Raw traffic data is provided in Appendix B. Existing Operation The College/Bueno, College/Crestridge, and College/Smokey intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. Calculations forms are provided in Appendix C. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. The College/Bueno and College/Crestridge intersections currently meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours. At the College/Smokey intersection, the westbound approach does not meet the Fort Collins operational criteria with existing control and geometry in the afternoon peak hour. At the College/Smokey intersection as a stop sign controlled intersection, the calculated delay for the westbound approach is commensurate with level of service F in the afternoon peak hour. RECENT PEAK HOUR Figure 3 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 6 Crestridge Drive AM/PM Smokey Street Bueno Drive 15/11246/139046/21864/146625/18 6/12 901/149315/41272/14229/314/29 6/11 831/142039/581242/131749/6419/74 21/37College Avenue (US287) DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Bueno (stop sign) WB LT/RT C D SB LT B B OVERALL A A College/Crestridge (stop sign) EB LT/RT D E (42.7 secs) NB LT B C OVERALL A A College/Smokey (stop sign) WB LT/RT D F (63.3 secs) SB LT B C OVERALL A A DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 8 Pedestrian Facilities There are no sidewalks in this area. Sidewalks will be incorporated within and adjacent to this development. Bicycle Facilities The shoulders along College Avenue serve as bicycle lanes. Local streets are not striped with bike lanes. Transit Facilities Currently, this area of Fort Collins is not served by Transfort except for the FLEX route that runs along College Avenue with stops at the College/Skyway intersection. DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT Fort Collins Nissan/Kia development is a proposed 29,408 square foot Kia Car Dealership south of Crestridge Drive (existing Nissan location) and 40,630 square foot Nissan Dealership north of Crestridge Drive. Figure 4 shows the site plan of Fort Collins Nissan/Kia site. The short range analysis (Year 2026) includes development of Fort Collins Nissan/Kia and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range future is considered to be 2040. The site plan shows that Fort Collins Nissan/Kia will have access to/from College Avenue and Venus Drive. Venus Drive will be extended to College Avenue. The Crestridge Drive (vacated) will become right-in/right-out and will be a private access to the Fort Collins Nissan/Kia development. The College/Smokey intersection will become right-in/right-out. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip generation information contained in Trip Generation, 10th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at Fort Collins Nissan/Kia site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of Fort Collins Nissan/Kia resulted in 1,950 daily trip ends, 131 morning peak hour trip ends, and 170 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 840 New Car Sales (Nissan) 40.63 KSF 27.84 1132 1.37 55 0.50 21 0.97 40 1.46 59 840 New Car Sales (Kia) 29.41 KSF 27.84 818 1.37 40 0.50 15 0.97 28 1.46 43 Total 1950 95 36 68 102 Trip Distribution Trip distribution for Fort Collins Nissan/Kia was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 5 shows the trip distribution for the short range (2026) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff. SITE PLAN Figure 4 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 10College Avenue (US287)Venus DriveApproximate Scale 1"=300' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 11College Avenue (US287)Smokey Street Bueno Drive 30% 70%Venus Drive DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 12 Background Traffic Projections Figures 6 and 7 show the short range (2026) and long range (2040) background traffic projections at the key intersections, respectively. Background traffic projections for the short range (2026) and long range (2040) future horizons were obtained by reviewing CDOT 20-year traffic factor, the North Front Range Regional Transportation Plan, and various traffic studies prepared for this area of Fort Collins. The CDOT 20- year traffic factor for College Avenue (US287) is 1.19. It was determined that minor street traffic volumes would increase by approximately 2% per year plus other developments in the area. In the short range (2026) future, the background traffic redistributed assuming that Venus Avenue would connect to College Avenue across from Bueno Drive, Crestridge Drive would become a right-in/right-out site access, and Smokey Street would become right-in/right-out. The potential apartment development is included in the long range (2040) future. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 8 shows the site generated peak hour traffic assignment. Figures 9 and 10 show the short range (2026) and long range (2040) total (site plus background) peak hour traffic assignment, respectively. Signal Warrants As a matter of policy, traffic signals are not installed at any location until such time that signal installation warrants are met according to the Manual on Uniform Traffic Control Devices. For roads in the vicinity of the Fort Collins Nissan/Kia, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. Using the short range (2026) total peak hour traffic (Figure 9), the peak hour signal warrant will likely be met in the afternoon peak hour at the College/Venus-Bueno intersection. Using the long range (2040) total peak hour traffic (Figure 10), the peak hour signal warrant will likely be met in the morning and afternoon peak hours. The peak hour signal warrant analyses are provided in Appendix D. The following operational analyses assumed that the College/Venus-Bueno intersection would be signalized. SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 13 Site Access AM/PM Smokey Street Bueno Drive 1336/14390/0924/15420/0 924/15421315/135854/7021/81College Avenue (US287)Venus Avenue 11/01315/143610/332/19887/148460/6827/7 NOM 7/5 15/32 NOM 30/53 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 14 Site Access Smokey Street Bueno Drive 1435/15600/01040/16450/0 1040/16451405/145075/9530/110College Avenue (US287)Venus Avenue 30/401390/151515/570/90955/154585/95100/50 NOM 45/30 20/45 NOM 40/70 AM/PM Rounded to Nearest 5 Vehicles SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 15 Site Access AM/PM Smokey Street Bueno Drive 30/2165/471/330/21College Avenue (US287)30/214/362/4726/74 1/3 10/29 11/32 SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 16 Site Access AM/PM Smokey Street Bueno Drive 1366/146065/47925/154510/29 935/15741345/137954/7021/81College Avenue (US287)Venus Avenue 41/211315/143610/336/22952/153160/6853/81 NOM 8/8 15/32 NOM 30/53 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 17 Site Access Smokey Street Bueno Drive 1465/158065/501040/165010/30 1050/16801435/147075/9530/110College Avenue (US287)Venus Avenue 60/601390/151515/575/951020/159585/95125/125 NOM 45/35 20/45 NOM 40/70 AM/PM Rounded to Nearest 5 Vehicles DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 18 Geometry Figure 11 shows a schematic of the short range (2026) intersection geometry. At the College/Venus-Bueno intersection, left-turn lanes are required on all legs. At the College/Site Access intersection, a southbound right-turn lane is required based on the traffic volumes. Auxiliary turn lane lengths are provided on the geometry figures. Figure 12 shows a schematic of the long range (2040) geometry. The geometry at the key intersections in the long range future was determined based upon achieving acceptable operation, meeting the geometric criteria in LCUASS, and the City of Fort Collins Master Street Plan. Three through lanes were assumed along College Avenue as reflected in the South College Avenue Access Control Plan and other documents. Operation Analysis Operation analyses were performed at the College/Venus-Bueno, College/Site Access, and College/Smokey intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2026 condition, and for the long range analysis, reflecting a year 2040 condition. It is acknowledged that the Venus Drive connection to College Avenue and signal would not occur without the Fort Collins Nissan/Kia development. However, for analysis purposes the background traffic analyses reflect these improvements in order to compare the project impacts. For the short range future, the operational analyses at the College/Venus-Bueno intersection include signal control and stop sign control. The long range (2040) analysis is provided for informational purposes and to identify potential operational and/or geometric issues. Using the short range (2026) background traffic volumes shown in 6, the College/Venus-Bueno and College/Smokey intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The College/Venus-Bueno intersection meets the Fort Collins criteria with regard to operation using the recommended control and geometry. At the College/Venus-Bueno intersection as a stop sign controlled intersection, the calculated delay for the eastbound and westbound approaches is commensurate with level of service F in the morning and afternoon peak hours. Using the long range (2040) background traffic volumes shown in Figure 7, the College/Venus-Bueno and College/Smokey intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. Using the short range (2026) total traffic volumes shown in Figure 9, the College/Venus-Bueno, College/Site Access, and College/Smokey intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The College/Venus-Bueno, College/Site Access, and College/Smokey intersections meet the Fort Collins criteria with regard to operation using the recommended control and geometry. At the College/Venus-Bueno intersection, the overall level of service does not meet the Fort Collins operational criteria in the morning and afternoon peak hours with stop sign control. SHORT RANGE (2026) INTERSECTION GEOMETRY Figure 11 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 19 Site Access Smokey Street Bueno DriveCollege Avenue (US287)STOP- Denotes Lane Venus Avenue STOP50 feet 100 feet 625 feet, inc. BT 18.5:1650 feet, inc. BT 18.5:1600 feet, inc. BT 18.5:1 LONG RANGE (2040) INTERSECTION GEOMETRY Figure 12 DELICH ASSOCIATES Fort Collins Nissan/Kia TIS, April 2022 Page 20 Site Access Smokey Street Bueno DriveCollege Avenue (US287)STOP- Denotes Lane Venus Avenue STOP50 feet 100 feet 650 feet, inc. BT 18.5:1625 feet, inc. BT 18.5:1 DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 21 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Venus-Bueno (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D E (58.0 secs) WB T/RT D D WB APPROACH D E (57.6 secs) NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A College/Venus-Bueno (stop sign) EB LT F (421.8 secs) F (1082.3 secs) EB T/RT B C EB APPROACH F (337.6 secs) F (638.8 secs) WB LT F (77.2 secs) F (226.5 secs) WB T/RT C C WB APPROACH F (56.9 secs) F (148.2 secs) NB LT B A SB LT C C OVERALL A A College/Smokey (stop sign) WB RT C C OVERALL A A DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 22 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Venus-Bueno (signal) EB LT D E (55.2 secs) EB T/RT D D EB APPROACH D D WB LT D E (57.1 secs) WB T/RT D D WB APPROACH D E (56.7 secs) NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A College/Smokey (stop sign) WB RT C D OVERALL A A DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 23 TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Venus-Bueno (signal) EB LT D E (56.5 secs) EB T/RT D D EB APPROACH D E (56.2 secs) WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A B College/Venus-Bueno (stop sign) EB LT F (1271.7 secs) F (7890.6 secs) EB T/RT B C EB APPROACH F (1106.6 secs) F (7183 secs) WB LT F (1138.3 secs) F (5414.8 secs) WB T/RT C C WB APPROACH F (764.3 secs) F (3383.3 secs) NB LT B C SB LT C C OVERALL E (41.0 secs) F (285.2 secs) College/Site Access (stop sign) EB RT B C OVERALL A A College/Smokey (stop sign) WB RT C C OVERALL A A DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 24 Using the traffic volumes shown in Figure 11, the College/Venus-Bueno, College/Site Access, and College/Smokey intersections operate in the long range (2040) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of Fort Collins Nissan/Kia site. There are three destination areas within 1320 feet of the proposed Fort Collins Nissan/Kia: 1) the residential neighborhood/commercial area to the south of the site; 2) the commercial/residential area to the east of the site; and 3) the Fossil Creek Trail to the north of the site. The minimum level of service for “transit corridor” is LOS C for all measure categories, except for Directness and Security at LOS B. Directness – The distance ratio to all pedestrian destinations is less than 1.6 (LOS C), since there will be the opportunity to have a pedestrian crossing of College Avenue with the signal at the College/Venus-Bueno intersection. Continuity – The continuity to the pedestrian destinations 1, 2, and 3 will be at LOS E, since there are no sidewalks along College Avenue. Street Crossings – The street crossings to pedestrian destinations 1 and 3 will be acceptable at LOS B, since the street crossings are all at local residential streets. The street crossing to pedestrian destination 2 is at LOS C, since it requires crossing College Avenue. Visual Interest and Amenity – The visual interest and amenity to pedestrian destinations 1, 2, and 3 is at LOS E, since there are no sidewalks in this area of College Avenue. Security - The security to pedestrian destinations 1, 2, and 3 is at LOS D, since there are no sidewalks in this area of College Avenue. Acceptable pedestrian level of service is not met, since sidewalks are sporadic [do not existing] in this area. The Pedestrian LOS Worksheet is provided in Appendix I. Fort Collins Nissan/Kia development will install the ultimate curb & gutter and sidewalk along the College Avenue adjacent to the site. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of Fort Collins Nissan/Kia: The Fossil Creek Trail. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 25 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Venus-Bueno (signal) EB LT D E (55.1 secs) EB T/RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A A College/Site Access (stop sign) EB RT B C OVERALL A A College/Smokey (stop sign) WB RT C D OVERALL A A DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 26 Transit Level of Service Currently, this area of Fort Collins is served by the FLEX bus service with stops at the College/Skyway intersection. Based on the Fort Collins Transit Master Plan dated April 2019, there will be local service (30 minutes all day) in the 5 year plan along Trilby Road. Transfort will determine where bus stops should be located based on likely ridership. DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 27 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of Fort Collins Nissan/Kia development on the street system in the vicinity of the proposed development in the short range (2026) and long range (2040) futures. As a result of this analysis, the following is concluded: • The development of Fort Collins Nissan/Kia site is feasible from a traffic engineering standpoint. At full development, Fort Collins Nissan/Kia will generate the following traffic: 1,950 daily trip ends, 131 morning peak hour trip ends, and 170 afternoon peak hour trip ends. • Currently, the College/Bueno and College/Crestridge intersections meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours. At the College/Smokey intersection, the westbound approach does not meet the Fort Collins operational criteria with existing control and geometry in the afternoon peak hour. At the College/Smokey intersection as a stop sign controlled intersection, the calculated delay for the westbound approach is commensurate with level of service F in the afternoon peak hour. • The peak hour signal warrant will likely be met at the College/Venus-Bueno intersection in the afternoon peak hour in the short range (2026) future. The peak hour signal warrant will be met at the College/Venus-Bueno intersection in the morning and afternoon peak hours in the long range future. • In the short range (2026) future, given development of Fort Collins Nissan/Kia and an increase in background traffic, the College/Venus-Bueno, College/Site Access, and College/Smokey intersections will meet the Fort Collins operational criteria with the recommended control and geometry. At the College/Venus- Bueno intersection, the overall level of service does not meet the Fort Collins operational criteria in the morning and afternoon peak hours with stop sign control. • In the long range (2040) future, given development of Fort Collins Nissan/Kia and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria, overall, with the recommended geometry and control. • The short range (2026) geometry is shown in Figure 11. At the College/Venus- Bueno intersection, left-turn lanes are required on all legs. At the College/Site Access intersection, a southbound right-turn lane is required based on the traffic volumes. • Figure 12 shows a schematic of the long range (2040) geometry. Three through lanes were assumed along College Avenue as reflected in the South College Avenue Access Control Plan and other documents. DELICH Fort Collins Nissan/Kia TIS, April 2022 ASSOCIATES Page 28 • Acceptable level of service is achieved for bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. In the short range (2026) future, some pedestrian level of service categories cannot be achieved due to a lack of sidewalks and street connections. As this area redevelops and becomes more urban in the future, it is expected that there will be sidewalks along the existing and future streets. Based on the Fort Collins Transit Master Plan dated April 2019, there will be local service (30 minutes all day) in the 5 year plan along Trilby Road. Transfort will determine where bus stops should be located based on likely ridership. • The South College Avenue Access Control Plan shows a future signal at the College/Crestridge-Smokey intersection. With this development, that signal will be relocated to the College/Venus-Bueno intersection. An amendment to the South College Avenue Access Control Plan will be prepared in a separate document. APPENDIX A 1 2 3 4 5 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/3/2021 Observer: vh Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: College/Bueno S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 346 2 348 2 213 215 563 0 1 3 4 4 567 7:45 358 3 361 2 250 252 613 0 2 3 5 5 618 8:00 271 1 272 6 229 235 507 0 1 5 6 6 513 8:15 297 3 300 5 209 214 514 0 2 3 5 5 519 7:30-8:30 0 1272 9 1281 15 901 0 916 2197 0 0 0 0 6 0 14 20 20 2217 PHF n/a 0.89 0.75 0.89 0.63 0.9 n/a 0.91 n/a n/a n/a n/a 0.75 n/a 0.7 0.83 0.9 4:30 343 0 343 2 381 383 726 0 1 7 8 8 734 4:45 351 1 352 1 341 342 694 0 3 7 10 10 704 5:00 360 1 361 0 364 364 725 0 5 12 17 17 742 5:15 368 1 369 1 407 408 777 0 2 3 5 5 782 4:30-5:30 0 1422 3 1425 4 1493 0 1497 2922 0 0 0 0 11 0 29 40 40 2962 PHF n/a 0.97 0.75 0.97 0.5 0.92 n/a 0.92 n/a n/a n/a n/a 0.55 n/a 0.6 0.59 0.957 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/2/2021 Observer: vh Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: College/Crestridge S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 272 273 181 16 197 470 4 1 5 0 5 475 7:45 12 373 385 261 17 278 663 7 4 11 0 11 674 8:00 0 275 275 230 8 238 513 7 1 8 0 8 521 8:15 2 326 328 192 5 197 525 7 0 7 0 7 532 7:30-8:30 15 1246 0 1261 0 864 46 910 2171 25 0 6 31 0 0 0 0 31 2202 PHF 0.31 0.84 n/a 0.82 n/a 0.83 0.68 0.82 0.89 n/a 0.38 0.7 n/a n/a n/a n/a 0.82 4:30 1 326 327 359 4 363 690 6 5 11 0 11 701 4:45 0 344 344 322 4 326 670 2 3 5 0 5 675 5:00 0 359 359 379 4 383 742 6 1 7 0 7 749 5:15 0 361 361 406 9 415 776 4 3 7 0 7 783 4:30-5:30 1 1390 0 1391 0 1466 21 1487 2878 18 0 12 30 0 0 0 0 30 2908 PHF 0.25 0.96 n/a 0.96 n/a 0.9 0.58 0.9 0.75 n/a 0.6 0.68 n/a n/a n/a n/a 0.938 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/2/2021 Observer: vh Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: College/Smokey S = straight L = left turn Time Northbound: Southbound: Total Eastbound: Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 263 2 265 4 178 182 447 0 5 10 15 15 462 7:45 382 11 393 8 257 265 658 0 5 3 8 8 666 8:00 271 20 291 20 211 231 522 0 6 4 10 10 532 8:15 326 16 342 7 185 192 534 0 5 2 7 7 541 7:30-8:30 0 1242 49 1291 39 831 0 870 2161 0 0 0 0 21 0 19 40 40 2201 PHF n/a 0.81 0.61 0.82 0.49 0.81 n/a 0.82 n/a n/a n/a n/a 0.88 n/a 0.48 0.67 0.83 4:30 310 18 328 12 352 364 692 0 7 17 24 24 716 4:45 328 14 342 12 313 325 667 0 11 16 27 27 694 5:00 339 12 351 17 363 380 731 0 11 20 31 31 762 5:15 340 20 360 17 392 409 769 0 8 21 29 29 798 4:30-5:30 0 1317 64 1381 58 1420 0 1478 2859 0 0 0 0 37 0 74 111 111 2970 PHF n/a 0.97 0.8 0.96 0.85 0.91 n/a 0.9 n/a n/a n/a n/a 0.84 n/a 0.88 0.9 0.939 APPENDIX C 10 HCM 6th TWSC 1: College & Bueno Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 14 1212 9 15 901 Future Vol, veh/h 6 14 1212 9 15 901 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 7 16 1426 11 18 1060 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1998 719 0 0 1437 0 Stage 1 1432 ----- Stage 2 566 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 52 371 - - 468 - Stage 1 186 ----- Stage 2 532 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 50 371 - - 468 - Mov Cap-2 Maneuver 142 ----- Stage 1 186 ----- Stage 2 512 ----- Approach WB NB SB HCM Control Delay, s 20.9 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 250 468 - HCM Lane V/C Ratio - - 0.094 0.038 - HCM Control Delay (s) - - 20.9 13 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.3 0.1 - 11 HCM 6th TWSC 1: College & Bueno Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 11 29 1422 3 4 1493 Future Vol, veh/h 11 29 1422 3 4 1493 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 13 34 1673 4 5 1756 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2563 839 0 0 1677 0 Stage 1 1675 ----- Stage 2 888 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 21 309 - - 378 - Stage 1 137 ----- Stage 2 362 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 21 309 - - 378 - Mov Cap-2 Maneuver 98 ----- Stage 1 137 ----- Stage 2 357 ----- Approach WB NB SB HCM Control Delay, s 29.4 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 194 378 - HCM Lane V/C Ratio - - 0.243 0.012 - HCM Control Delay (s) - - 29.4 14.6 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.9 0 - 12 HCM 6th TWSC 2: College & Crestridge Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 25 6 15 1246 864 46 Future Vol, veh/h 25 6 15 1246 864 46 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 29 7 18 1466 1016 54 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1812 535 1070 0 - 0 Stage 1 1043 ----- Stage 2 769 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 70 490 647 - - - Stage 1 300 ----- Stage 2 418 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 68 490 647 - - - Mov Cap-2 Maneuver 187 ----- Stage 1 292 ----- Stage 2 418 ----- Approach EB NB SB HCM Control Delay, s 25.5 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)647 - 212 - - HCM Lane V/C Ratio 0.027 - 0.172 - - HCM Control Delay (s) 10.7 - 25.5 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 0.6 - - 13 HCM 6th TWSC 2: College & Crestridge Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 18 12 1 1390 1466 21 Future Vol, veh/h 18 12 1 1390 1466 21 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 21 14 1 1635 1725 25 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2558 875 1750 0 - 0 Stage 1 1738 ----- Stage 2 820 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 22 292 354 - - - Stage 1 127 ----- Stage 2 393 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 22 292 354 - - - Mov Cap-2 Maneuver 95 ----- Stage 1 127 ----- Stage 2 393 ----- Approach EB NB SB HCM Control Delay, s 42.7 0 0 HCM LOS E Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)354 - 130 - - HCM Lane V/C Ratio 0.003 - 0.271 - - HCM Control Delay (s) 15.2 - 42.7 - - HCM Lane LOS C - E - - HCM 95th %tile Q(veh) 0 - 1 - - 14 HCM 6th TWSC 3: College & Smokey Recent AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 21 19 1242 49 39 831 Future Vol, veh/h 21 19 1242 49 39 831 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 25 22 1461 58 46 978 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2071 760 0 0 1519 0 Stage 1 1490 ----- Stage 2 581 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 47 349 - - 435 - Stage 1 173 ----- Stage 2 522 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 42 349 - - 435 - Mov Cap-2 Maneuver 130 ----- Stage 1 173 ----- Stage 2 467 ----- Approach WB NB SB HCM Control Delay, s 31 0 0.6 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 185 435 - HCM Lane V/C Ratio - - 0.254 0.105 - HCM Control Delay (s) - - 31 14.2 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 1 0.4 - 15 HCM 6th TWSC 3: College & Smokey Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 37 74 1317 64 58 1420 Future Vol, veh/h 37 74 1317 64 58 1420 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 200 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 44 87 1549 75 68 1671 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2559 812 0 0 1624 0 Stage 1 1587 ----- Stage 2 972 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver ~ 22 322 - - 397 - Stage 1 153 ----- Stage 2 327 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 18 322 - - 397 - Mov Cap-2 Maneuver 97 ----- Stage 1 153 ----- Stage 2 271 ----- Approach WB NB SB HCM Control Delay, s 63.3 0 0.6 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 182 397 - HCM Lane V/C Ratio - - 0.718 0.172 - HCM Control Delay (s) - - 63.3 15.9 - HCM Lane LOS - - F C - HCM 95th %tile Q(veh) - - 4.5 0.6 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 16 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 17 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 18 APPENDIX D 19 300 400 500 600 700 800 900 1000 1100 1200 1300100200300400500*75*1001 LANE & 1 LANE2 OR MORE LANES & 1 LANE2 OR MORE LANES & 2 OR MORE LANESAM 2414 VPHEB AM 53 VPHPM 3081 VPHEB PM 81 VPHWB AM 30 VPHWB PM 53 VPH(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET)MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH -VEHICLES PER HOUR (VPH)*Note: 100 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane.SHORT RANGE (2026) TOTAL PEAK HOUR WARRANT AT COLLEGE/BUENO-VENUSMUTCD, 2003 EDITION, PAGE 4C-7 20 300 400 500 600 700 800 900 1000 1100 1200 1300100200300400500*75*1001 LANE & 1 LANE2 OR MORE LANES & 1 LANE2 OR MORE LANES & 2 OR MORE LANESAM 2640 VPHEB AM 125 VPHPM 3170 VPHEB PM 125 VPHWB AM 40 VPHWB PM 70 VPH(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET)MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH -VEHICLES PER HOUR (VPH)*Note: 100 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane.LONG RANGE (2040) TOTAL PEAK HOUR WARRANT AT COLLEGE/BUENO-VENUSMUTCD, 2003 EDITION, PAGE 4C-7 21 APPENDIX E 22 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Short Background AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 0 7 30 0 15 11 1315 10 60 887 32 Future Volume (veh/h) 27 0 7 30 0 15 11 1315 10 60 887 32 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 0 6 35 0 6 13 1547 12 71 1044 37 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 120 0 67 120 0 67 480 2871 22 349 2870 102 Arrive On Green 0.04 0.00 0.04 0.04 0.00 0.04 0.01 0.79 0.79 0.04 0.82 0.82 Sat Flow, veh/h 1410 0 1585 1410 0 1585 1781 3614 28 1781 3501 124 Grp Volume(v), veh/h 32 0 6 35 0 6 13 760 799 71 530 551 Grp Sat Flow(s),veh/h/ln 1410 0 1585 1410 0 1585 1781 1777 1865 1781 1777 1848 Q Serve(g_s), s 2.5 0.0 0.4 2.7 0.0 0.4 0.2 16.9 16.9 0.7 8.4 8.4 Cycle Q Clear(g_c), s 2.9 0.0 0.4 3.1 0.0 0.4 0.2 16.9 16.9 0.7 8.4 8.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.07 Lane Grp Cap(c), veh/h 120 0 67 120 0 67 480 1412 1482 349 1457 1515 V/C Ratio(X) 0.27 0.00 0.09 0.29 0.00 0.09 0.03 0.54 0.54 0.20 0.36 0.36 Avail Cap(c_a), veh/h 297 0 267 297 0 267 542 1412 1482 399 1457 1515 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.0 0.0 50.6 52.1 0.0 50.6 2.2 4.1 4.1 3.2 2.5 2.5 Incr Delay (d2), s/veh 1.2 0.0 0.6 1.3 0.0 0.6 0.0 1.5 1.4 0.3 0.7 0.7 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 0.9 0.0 0.2 1.0 0.0 0.2 0.0 5.1 5.4 0.2 2.3 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.1 0.0 51.2 53.4 0.0 51.2 2.2 5.5 5.5 3.5 3.2 3.2 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 38 41 1572 1152 Approach Delay, s/veh 52.8 53.1 5.5 3.3 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.9 91.9 9.2 6.1 94.7 9.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 70.5 18.5 5.5 72.5 18.5 Max Q Clear Time (g_c+I1), s 2.7 18.9 4.9 2.2 10.4 5.1 Green Ext Time (p_c), s 0.0 18.0 0.0 0.0 9.5 0.1 Intersection Summary HCM 6th Ctrl Delay 5.9 HCM 6th LOS A 23 Timing Report, Sorted By Phase 1: College & Venus/Bueno Short Background AM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)12 75 23 10 77 23 Maximum Split (%) 10.9% 68.2% 20.9% 9.1% 70.0% 20.9% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)98 0 75 98 108 75 End Time (s)0 75 98 108 75 98 Yield/Force Off (s) 105.5 70.5 93.5 103.5 70.5 93.5 Yield/Force Off 170(s) 105.5 59.5 82.5 103.5 59.5 82.5 Local Start Time (s)98 0 75 98 108 75 Local Yield (s)105.5 70.5 93.5 103.5 70.5 93.5 Local Yield 170(s) 105.5 59.5 82.5 103.5 59.5 82.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 24 Queues 1: College & Venus/Bueno Short Background AM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 32 8 35 18 13 1559 71 1082 v/c Ratio 0.31 0.03 0.33 0.08 0.03 0.54 0.24 0.36 Control Delay 55.0 0.1 55.9 0.7 1.9 6.2 3.5 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.0 0.1 55.9 0.7 1.9 6.2 3.5 3.6 Queue Length 50th (ft) 22 0 24 0 1 222 6 63 Queue Length 95th (ft) 49 0 52 0 4 291 14 160 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 233 435 235 364 469 2868 313 3032 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.14 0.02 0.15 0.05 0.03 0.54 0.23 0.36 Intersection Summary 25 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Short Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 7 0 5 53 0 32 0 1436 3 68 1484 19 Future Volume (veh/h) 7 0 5 53 0 32 0 1436 3 68 1484 19 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 0 6 62 0 6 0 1689 4 80 1746 21 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 140 0 95 140 0 95 261 2868 7 305 3110 37 Arrive On Green 0.06 0.00 0.06 0.06 0.00 0.06 0.00 0.79 0.79 0.04 0.86 0.86 Sat Flow, veh/h 1410 0 1585 1410 0 1585 1781 3637 9 1781 3596 43 Grp Volume(v), veh/h 8 0 6 62 0 6 0 825 868 80 861 906 Grp Sat Flow(s),veh/h/ln 1410 0 1585 1410 0 1585 1781 1777 1869 1781 1777 1863 Q Serve(g_s), s 0.6 0.0 0.4 5.2 0.0 0.4 0.0 22.0 22.0 0.9 15.3 15.4 Cycle Q Clear(g_c), s 1.1 0.0 0.4 5.6 0.0 0.4 0.0 22.0 22.0 0.9 15.3 15.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.02 Lane Grp Cap(c), veh/h 140 0 95 140 0 95 261 1401 1474 305 1537 1611 V/C Ratio(X)0.06 0.00 0.06 0.44 0.00 0.06 0.00 0.59 0.59 0.26 0.56 0.56 Avail Cap(c_a), veh/h 272 0 244 272 0 244 341 1401 1474 347 1537 1611 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 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 0.0 53.2 55.9 0.0 53.2 0.0 5.0 5.0 4.8 2.1 2.1 Incr Delay (d2), s/veh 0.2 0.0 0.3 2.2 0.0 0.3 0.0 1.8 1.7 0.5 1.5 1.4 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 0.2 0.0 0.2 1.9 0.0 0.2 0.0 7.1 7.5 0.5 3.4 3.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.9 0.0 53.5 58.0 0.0 53.5 0.0 6.8 6.7 5.3 3.6 3.6 LnGrp LOS D A D E A D AAAAAA Approach Vol, veh/h 14 68 1693 1847 Approach Delay, s/veh 53.7 57.6 6.8 3.7 Approach LOS D E A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.2 99.1 11.7 0.0 108.3 11.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 80.5 18.5 5.5 82.5 18.5 Max Q Clear Time (g_c+I1), s 2.9 24.0 3.1 0.0 17.4 7.6 Green Ext Time (p_c), s 0.1 21.8 0.0 0.0 25.1 0.1 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A 26 Timing Report, Sorted By Phase 1: College & Venus/Bueno Short Background PM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)12 85 23 10 87 23 Maximum Split (%) 10.0% 70.8% 19.2% 8.3% 72.5% 19.2% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)108 0 85 108 118 85 End Time (s)0 85 108 118 85 108 Yield/Force Off (s) 115.5 80.5 103.5 113.5 80.5 103.5 Yield/Force Off 170(s) 115.5 69.5 92.5 113.5 69.5 92.5 Local Start Time (s) 108 0 85 108 118 85 Local Yield (s)115.5 80.5 103.5 113.5 80.5 103.5 Local Yield 170(s) 115.5 69.5 92.5 113.5 69.5 92.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 27 Queues 1: College & Venus/Bueno Short Background PM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Group Flow (vph) 8 6 62 38 1693 80 1768 v/c Ratio 0.07 0.03 0.50 0.16 0.61 0.33 0.58 Control Delay 48.9 0.2 64.9 1.5 8.6 5.5 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.9 0.2 64.9 1.5 8.6 5.5 4.2 Queue Length 50th (ft) 6 0 47 0 291 8 176 Queue Length 95th (ft) 20 0 84 0 390 19 251 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 Base Capacity (vph) 210 331 216 332 2782 260 3043 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.04 0.02 0.29 0.11 0.61 0.31 0.58 Intersection Summary 28 HCM 6th TWSC 1: College & Venus/Bueno Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 0 7 30 0 15 11 1315 10 60 887 32 Future Vol, veh/h 27 0 7 30 0 15 11 1315 10 60 887 32 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 0 8 35 0 18 13 1547 12 71 1044 38 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2005 2790 541 2243 2803 780 1082 0 0 1559 0 0 Stage 1 1205 1205 - 1579 1579 ------- Stage 2 800 1585 - 664 1224 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 35 18 485 ~ 23 18 338 640 - - 420 - - Stage 1 195 255 - 114 168 ------- Stage 2 345 167 - 416 250 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 28 15 485 ~ 19 15 338 640 - - 420 - - Mov Cap-2 Maneuver ~ 28 15 - 83 88 ------- Stage 1 191 212 - 112 165 ------- Stage 2 320 164 - 340 208 ------- Approach EB WB NB SB HCM Control Delay, s$ 337.6 56.9 0.1 0.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)640 - - 28 485 83 338 420 - - HCM Lane V/C Ratio 0.02 - - 1.134 0.017 0.425 0.052 0.168 - - HCM Control Delay (s) 10.7 - -$ 421.8 12.6 77.2 16.2 15.3 - - HCM Lane LOS B - - F B F C C - - HCM 95th %tile Q(veh) 0.1 - - 3.7 0.1 1.7 0.2 0.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 29 HCM 6th TWSC 1: College & Venus/Bueno Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 0 5 53 0 32 0 1436 3 68 1484 19 Future Vol, veh/h 7 0 5 53 0 32 0 1436 3 68 1484 19 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 0 6 62 0 38 0 1689 4 80 1746 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2762 3610 884 2724 3619 847 1768 0 0 1693 0 0 Stage 1 1917 1917 - 1691 1691 ------- Stage 2 845 1693 - 1033 1928 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 9 5 288 ~ 10 5 305 349 - - 373 - - Stage 1 70 114 - 97 148 ------- Stage 2 324 147 - 249 112 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 7 4 288 ~ 8 4 305 349 - - 373 - - Mov Cap-2 Maneuver ~ 7 4 - ~ 62 52 ------- Stage 1 70 90 - 97 148 ------- Stage 2 284 147 - 192 88 ------- Approach EB WB NB SB HCM Control Delay, s$ 638.8 148.2 0 0.7 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)349 - - 7 288 62 305 373 - - HCM Lane V/C Ratio - - - 1.176 0.02 1.006 0.123 0.214 - - HCM Control Delay (s) 0 - -$ 1082.3 17.8 226.5 18.5 17.3 - - HCM Lane LOS A - - F C F C C - - HCM 95th %tile Q(veh) 0 - - 1.8 0.1 4.9 0.4 0.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 30 HCM 6th TWSC 3: College & Smokey Short Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 21 1315 54 0 924 Future Vol, veh/h 0 21 1315 54 0 924 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 25 1547 64 0 1087 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 806 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 325 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 325 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 17 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 325 - HCM Lane V/C Ratio - - 0.076 - HCM Control Delay (s) - - 17 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.2 - 31 HCM 6th TWSC 3: College & Smokey Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 81 1358 70 0 1542 Future Vol, veh/h 0 81 1358 70 0 1542 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 95 1598 82 0 1814 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 840 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 309 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 309 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 21.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 309 - HCM Lane V/C Ratio - - 0.308 - HCM Control Delay (s) - - 21.8 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.3 - 32 APPENDIX F 33 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Long Background AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 1 45 40 1 20 30 1390 15 85 955 70 Future Volume (veh/h) 100 1 45 40 1 20 30 1390 15 85 955 70 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 105 1 5 42 1 5 32 1463 15 89 1005 69 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 196 26 130 196 26 130 478 3851 39 369 3675 252 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.03 0.74 0.74 0.04 0.75 0.75 Sat Flow, veh/h 1410 271 1355 1410 271 1355 1781 5211 53 1781 4880 334 Grp Volume(v), veh/h 105 0 6 42 0 6 32 956 522 89 701 373 Grp Sat Flow(s),veh/h/ln 1410 0 1626 1410 0 1626 1781 1702 1861 1781 1702 1810 Q Serve(g_s), s 8.0 0.0 0.4 3.1 0.0 0.4 0.5 11.2 11.2 1.3 7.0 7.1 Cycle Q Clear(g_c), s 8.4 0.0 0.4 3.4 0.0 0.4 0.5 11.2 11.2 1.3 7.0 7.1 Prop In Lane 1.00 0.83 1.00 0.83 1.00 0.03 1.00 0.18 Lane Grp Cap(c), veh/h 196 0 156 196 0 156 478 2516 1375 369 2564 1363 V/C Ratio(X) 0.54 0.00 0.04 0.21 0.00 0.04 0.07 0.38 0.38 0.24 0.27 0.27 Avail Cap(c_a), veh/h 375 0 362 375 0 362 549 2516 1375 512 2564 1363 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.9 0.0 45.1 46.7 0.0 45.1 3.2 5.2 5.2 3.5 4.2 4.2 Incr Delay (d2), s/veh 2.3 0.0 0.1 0.5 0.0 0.1 0.1 0.4 0.8 0.3 0.3 0.5 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 2.9 0.0 0.2 1.1 0.0 0.2 0.1 3.5 4.0 0.4 2.1 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.2 0.0 45.2 47.2 0.0 45.2 3.2 5.6 6.0 3.9 4.5 4.7 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 111 48 1510 1163 Approach Delay, s/veh 50.9 47.0 5.7 4.5 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.2 85.8 15.0 7.6 87.3 15.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 58.5 24.5 7.5 64.5 24.5 Max Q Clear Time (g_c+I1), s 3.3 13.2 10.4 2.5 9.1 5.4 Green Ext Time (p_c), s 0.1 14.9 0.2 0.0 9.5 0.1 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A 34 Timing Report, Sorted By Phase 1: College & Venus/Bueno Long Background AM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)18 63 29 12 69 29 Maximum Split (%) 16.4% 57.3% 26.4% 10.9% 62.7% 26.4% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)92 0 63 92 104 63 End Time (s)0 63 92 104 63 92 Yield/Force Off (s) 105.5 58.5 87.5 99.5 58.5 87.5 Yield/Force Off 170(s) 105.5 47.5 76.5 99.5 47.5 76.5 Local Start Time (s)92 0 63 92 104 63 Local Yield (s)105.5 58.5 87.5 99.5 58.5 87.5 Local Yield 170(s) 105.5 47.5 76.5 99.5 47.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 35 Queues 1: College & Venus/Bueno Long Background AM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 105 48 42 22 32 1479 89 1079 v/c Ratio 0.61 0.20 0.25 0.10 0.08 0.41 0.30 0.29 Control Delay 60.0 14.0 45.3 17.2 3.7 7.9 5.7 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.0 14.0 45.3 17.2 3.7 7.9 5.7 6.0 Queue Length 50th (ft) 71 1 27 1 4 147 11 92 Queue Length 95th (ft) 122 33 59 23 13 220 28 139 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 308 390 301 371 438 3604 395 3706 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.34 0.12 0.14 0.06 0.07 0.41 0.23 0.29 Intersection Summary 36 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Long Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 1 30 70 1 45 40 1515 5 95 1545 90 Future Volume (veh/h) 50 1 30 70 1 45 40 1515 5 95 1545 90 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 1 6 74 1 5 42 1595 5 100 1626 91 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 158 17 101 157 20 99 308 4070 13 346 3876 217 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.03 0.77 0.77 0.04 0.78 0.78 Sat Flow, veh/h 1410 231 1389 1409 271 1355 1781 5255 16 1781 4948 277 Grp Volume(v), veh/h 53 0 7 74 0 6 42 1033 567 100 1118 599 Grp Sat Flow(s),veh/h/ln 1410 0 1620 1409 0 1626 1781 1702 1867 1781 1702 1821 Q Serve(g_s), s 4.4 0.0 0.5 6.2 0.0 0.4 0.6 11.8 11.8 1.3 12.7 12.7 Cycle Q Clear(g_c), s 4.8 0.0 0.5 6.7 0.0 0.4 0.6 11.8 11.8 1.3 12.7 12.7 Prop In Lane 1.00 0.86 1.00 0.83 1.00 0.01 1.00 0.15 Lane Grp Cap(c), veh/h 158 0 118 157 0 118 308 2636 1446 346 2666 1426 V/C Ratio(X) 0.34 0.00 0.06 0.47 0.00 0.05 0.14 0.39 0.39 0.29 0.42 0.42 Avail Cap(c_a), veh/h 331 0 317 330 0 319 393 2636 1446 505 2666 1426 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.0 0.0 51.8 54.9 0.0 51.8 3.0 4.4 4.4 3.0 4.2 4.2 Incr Delay (d2), s/veh 1.2 0.0 0.2 2.2 0.0 0.2 0.2 0.4 0.8 0.5 0.5 0.9 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 1.6 0.0 0.2 2.3 0.0 0.2 0.2 3.6 4.1 0.4 3.8 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.2 0.0 52.0 57.1 0.0 51.9 3.2 4.8 5.2 3.5 4.7 5.1 LnGrp LOS E A D E A D AAAAAA Approach Vol, veh/h 60 80 1642 1817 Approach Delay, s/veh 54.9 56.7 4.9 4.8 Approach LOS D E A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.3 97.4 13.2 8.3 98.5 13.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 67.5 23.5 9.5 73.5 23.5 Max Q Clear Time (g_c+I1), s 3.3 13.8 6.8 2.6 14.7 8.7 Green Ext Time (p_c), s 0.2 17.7 0.1 0.0 20.7 0.1 Intersection Summary HCM 6th Ctrl Delay 6.8 HCM 6th LOS A 37 Timing Report, Sorted By Phase 1: College & Venus/Bueno Long Background PM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)20 72 28 14 78 28 Maximum Split (%) 16.7% 60.0% 23.3% 11.7% 65.0% 23.3% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)100 0 72 100 114 72 End Time (s)0 72 100 114 72 100 Yield/Force Off (s) 115.5 67.5 95.5 109.5 67.5 95.5 Yield/Force Off 170(s) 115.5 56.5 84.5 109.5 56.5 84.5 Local Start Time (s) 100 0 72 100 114 72 Local Yield (s)115.5 67.5 95.5 109.5 67.5 95.5 Local Yield 170(s) 115.5 56.5 84.5 109.5 56.5 84.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 38 Queues 1: College & Venus/Bueno Long Background PM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 53 33 74 48 42 1600 100 1721 v/c Ratio 0.41 0.18 0.55 0.24 0.17 0.42 0.35 0.44 Control Delay 58.6 18.2 65.8 16.7 4.1 6.8 5.8 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.6 18.2 65.8 16.7 4.1 6.8 5.8 6.3 Queue Length 50th (ft) 39 1 56 1 4 154 11 166 Queue Length 95th (ft) 78 31 103 36 13 234 26 237 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 264 337 268 348 300 3808 396 3944 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.20 0.10 0.28 0.14 0.14 0.42 0.25 0.44 Intersection Summary 39 HCM 6th TWSC 3: College & Smokey Long Background AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 30 1405 75 0 1040 Future Vol, veh/h 0 30 1405 75 0 1040 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 32 1479 79 0 1095 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 779 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 291 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 291 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 18.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 291 - HCM Lane V/C Ratio - - 0.109 - HCM Control Delay (s) - - 18.9 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.4 - 40 HCM 6th TWSC 3: College & Smokey Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 110 1450 95 0 1645 Future Vol, veh/h 0 110 1450 95 0 1645 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 116 1526 100 0 1732 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 813 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 276 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 276 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 27.2 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 276 - HCM Lane V/C Ratio - - 0.42 - HCM Control Delay (s) - - 27.2 - HCM Lane LOS - - D - HCM 95th %tile Q(veh) - - 2 - 41 APPENDIX G 42 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Short Total AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 0 8 30 0 15 41 1315 10 60 952 36 Future Volume (veh/h) 53 0 8 30 0 15 41 1315 10 60 952 36 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 62 0 5 35 0 6 48 1547 12 71 1120 41 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 150 0 101 151 0 101 454 2796 22 337 2723 100 Arrive On Green 0.06 0.00 0.06 0.06 0.00 0.06 0.03 0.77 0.77 0.04 0.78 0.78 Sat Flow, veh/h 1410 0 1585 1411 0 1585 1781 3614 28 1781 3496 128 Grp Volume(v), veh/h 62 0 5 35 0 6 48 760 799 71 569 592 Grp Sat Flow(s),veh/h/ln 1410 0 1585 1411 0 1585 1781 1777 1865 1781 1777 1847 Q Serve(g_s), s 4.8 0.0 0.3 2.6 0.0 0.4 0.6 18.6 18.7 0.9 11.5 11.5 Cycle Q Clear(g_c), s 5.1 0.0 0.3 3.0 0.0 0.4 0.6 18.6 18.7 0.9 11.5 11.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.07 Lane Grp Cap(c), veh/h 150 0 101 151 0 101 454 1375 1443 337 1384 1439 V/C Ratio(X) 0.41 0.00 0.05 0.23 0.00 0.06 0.11 0.55 0.55 0.21 0.41 0.41 Avail Cap(c_a), veh/h 310 0 281 311 0 281 481 1375 1443 387 1384 1439 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.8 0.0 48.4 49.8 0.0 48.4 2.7 4.9 4.9 4.0 4.0 4.0 Incr Delay (d2), s/veh 1.8 0.0 0.2 0.8 0.0 0.2 0.1 1.6 1.5 0.3 0.9 0.9 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 1.8 0.0 0.1 1.0 0.0 0.2 0.2 6.0 6.3 0.2 3.6 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.7 0.0 48.6 50.6 0.0 48.7 2.8 6.5 6.5 4.3 4.9 4.8 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 67 41 1607 1232 Approach Delay, s/veh 52.4 50.3 6.4 4.8 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.9 89.6 11.5 8.3 90.2 11.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 69.5 19.5 5.5 71.5 19.5 Max Q Clear Time (g_c+I1), s 2.9 20.7 7.1 2.6 13.5 5.0 Green Ext Time (p_c), s 0.0 17.7 0.1 0.0 10.6 0.1 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A 43 Timing Report, Sorted By Phase 1: College & Venus/Bueno Short Total AM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)12 74 24 10 76 24 Maximum Split (%) 10.9% 67.3% 21.8% 9.1% 69.1% 21.8% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)98 0 74 98 108 74 End Time (s)0 74 98 108 74 98 Yield/Force Off (s) 105.5 69.5 93.5 103.5 69.5 93.5 Yield/Force Off 170(s) 105.5 58.5 82.5 103.5 58.5 82.5 Local Start Time (s)98 0 74 98 108 74 Local Yield (s)105.5 69.5 93.5 103.5 69.5 93.5 Local Yield 170(s) 105.5 58.5 82.5 103.5 58.5 82.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 44 Queues 1: College & Venus/Bueno Short Total AM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 62 9 35 18 48 1559 71 1162 v/c Ratio 0.48 0.03 0.27 0.07 0.12 0.57 0.26 0.43 Control Delay 58.7 0.1 50.1 0.5 2.9 8.2 4.5 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.7 0.1 50.1 0.5 2.9 8.2 4.5 6.4 Queue Length 50th (ft) 42 0 23 0 5 244 7 149 Queue Length 95th (ft) 79 0 51 0 13 332 17 207 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 246 431 248 376 400 2727 296 2727 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.25 0.02 0.14 0.05 0.12 0.57 0.24 0.43 Intersection Summary 45 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Short Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 0 8 53 0 32 21 1436 3 68 1531 22 Future Volume (veh/h) 81 0 8 53 0 32 21 1436 3 68 1531 22 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 95 0 5 62 0 6 25 1689 4 80 1801 25 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 178 0 138 179 0 138 243 2770 7 290 2788 39 Arrive On Green 0.09 0.00 0.09 0.09 0.00 0.09 0.02 0.76 0.76 0.04 0.78 0.78 Sat Flow, veh/h 1410 0 1585 1411 0 1585 1781 3637 9 1781 3589 50 Grp Volume(v), veh/h 95 0 5 62 0 6 25 825 868 80 890 936 Grp Sat Flow(s),veh/h/ln 1410 0 1585 1411 0 1585 1781 1777 1869 1781 1777 1861 Q Serve(g_s), s 7.9 0.0 0.3 5.1 0.0 0.4 0.4 24.8 24.8 1.1 26.9 27.1 Cycle Q Clear(g_c), s 8.4 0.0 0.3 5.4 0.0 0.4 0.4 24.8 24.8 1.1 26.9 27.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.03 Lane Grp Cap(c), veh/h 178 0 138 179 0 138 243 1353 1423 290 1380 1446 V/C Ratio(X) 0.53 0.00 0.04 0.35 0.00 0.04 0.10 0.61 0.61 0.28 0.64 0.65 Avail Cap(c_a), veh/h 272 0 244 273 0 244 282 1353 1423 332 1380 1446 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.0 0.0 50.2 52.6 0.0 50.2 5.8 6.4 6.4 6.0 6.0 6.0 Incr Delay (d2), s/veh 2.5 0.0 0.1 1.1 0.0 0.1 0.2 2.1 2.0 0.5 2.3 2.3 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 2.9 0.0 0.1 1.8 0.0 0.2 0.1 8.6 9.0 0.5 9.0 9.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.5 0.0 50.3 53.8 0.0 50.3 5.9 8.4 8.3 6.6 8.3 8.3 LnGrp LOS E A D D A D AAAAAA Approach Vol, veh/h 100 68 1718 1906 Approach Delay, s/veh 56.2 53.5 8.3 8.2 Approach LOS E D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.2 95.9 15.0 7.3 97.7 15.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 80.5 18.5 5.5 82.5 18.5 Max Q Clear Time (g_c+I1), s 3.1 26.8 10.4 2.4 29.1 7.4 Green Ext Time (p_c), s 0.1 21.4 0.1 0.0 25.1 0.1 Intersection Summary HCM 6th Ctrl Delay 10.3 HCM 6th LOS B 46 Timing Report, Sorted By Phase 1: College & Venus/Bueno Short Total PM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)12 85 23 10 87 23 Maximum Split (%) 10.0% 70.8% 19.2% 8.3% 72.5% 19.2% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)108 0 85 108 118 85 End Time (s)0 85 108 118 85 108 Yield/Force Off (s) 115.5 80.5 103.5 113.5 80.5 103.5 Yield/Force Off 170(s) 115.5 69.5 92.5 113.5 69.5 92.5 Local Start Time (s) 108 0 85 108 118 85 Local Yield (s)115.5 80.5 103.5 113.5 80.5 103.5 Local Yield 170(s) 115.5 69.5 92.5 113.5 69.5 92.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 47 Queues 1: College & Venus/Bueno Short Total PM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 95 9 62 38 25 1693 80 1827 v/c Ratio 0.62 0.03 0.40 0.14 0.13 0.65 0.35 0.68 Control Delay 67.9 0.2 55.7 1.1 4.3 10.6 7.0 10.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.9 0.2 55.7 1.1 4.3 10.6 7.0 10.1 Queue Length 50th (ft) 71 0 45 0 3 328 10 372 Queue Length 95th (ft) 117 0 82 0 9 426 22 463 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 210 327 215 332 197 2611 242 2691 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.45 0.03 0.29 0.11 0.13 0.65 0.33 0.68 Intersection Summary 48 HCM 6th TWSC 1: College & Venus/Bueno Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 53 0 8 30 0 15 41 1315 10 60 952 36 Future Vol, veh/h 53 0 8 30 0 15 41 1315 10 60 952 36 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 62 0 9 35 0 18 48 1547 12 71 1120 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2153 2938 581 2351 2953 780 1162 0 0 1559 0 0 Stage 1 1283 1283 - 1649 1649 ------- Stage 2 870 1655 - 702 1304 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 27 15 457 ~ 19 14 338 597 - - 420 - - Stage 1 175 234 - 103 155 ------- Stage 2 313 154 - 395 229 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 21 11 457 ~ 15 11 338 597 - - 420 - - Mov Cap-2 Maneuver ~ 21 11 - ~ 15 11 ------- Stage 1 161 194 - 95 143 ------- Stage 2 273 142 - 321 190 ------- Approach EB WB NB SB HCM Control Delay, s$ 1106.6 $ 764.3 0.3 0.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)597 - - 21 457 15 338 420 - - HCM Lane V/C Ratio 0.081 - - 2.969 0.021 2.353 0.052 0.168 - - HCM Control Delay (s) 11.6 - -$ 1271.7 13$ 1138.3 16.2 15.3 - - HCM Lane LOS B - - F B F C C - - HCM 95th %tile Q(veh) 0.3 - - 8.1 0.1 5.1 0.2 0.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 49 HCM 6th TWSC 1: College & Venus/Bueno Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 285.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 81 0 8 53 0 32 21 1436 3 68 1531 22 Future Vol, veh/h 81 0 8 53 0 32 21 1436 3 68 1531 22 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 95 0 9 62 0 38 25 1689 4 80 1801 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2869 3717 914 2802 3728 847 1827 0 0 1693 0 0 Stage 1 1974 1974 - 1741 1741 ------- Stage 2 895 1743 - 1061 1987 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 8 4 276 ~ 8 4 305 331 - - 373 - - Stage 1 ~ 64 106 - 90 139 ------- Stage 2 302 139 - 239 105 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 6 3 276 ~ 6 3 305 331 - - 373 - - Mov Cap-2 Maneuver ~ 6 3 - ~ 6 3 ------- Stage 1 ~ 59 83 - 83 128 ------- Stage 2 245 128 - 181 83 ------- Approach EB WB NB SB HCM Control Delay, s$ 7183 $ 3383.3 0.2 0.7 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)331 - - 6 276 6 305 373 - - HCM Lane V/C Ratio 0.075 - -15.882 0.03410.392 0.123 0.214 - - HCM Control Delay (s) 16.8 - -$ 7890.6 18.5$ 5414.8 18.5 17.3 - - HCM Lane LOS C - - F C F C C - - HCM 95th %tile Q(veh) 0.2 - - 13.8 0.1 9.5 0.4 0.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 50 HCM 6th TWSC 2: College & Crestridge Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 1366 925 65 Future Vol, veh/h 0 10 0 1366 925 65 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - 200 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 12 0 1607 1088 76 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 544 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 483 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 483 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 483 - - HCM Lane V/C Ratio - 0.024 - - HCM Control Delay (s) - 12.6 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 51 HCM 6th TWSC 2: College & Crestridge Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 29 0 1460 1545 47 Future Vol, veh/h 0 29 0 1460 1545 47 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - 200 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 34 0 1718 1818 55 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 909 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 278 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 278 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 19.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 278 - - HCM Lane V/C Ratio - 0.123 - - HCM Control Delay (s) - 19.8 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.4 - - 52 HCM 6th TWSC 3: College & Smokey Short Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 21 1345 54 0 935 Future Vol, veh/h 0 21 1345 54 0 935 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 25 1582 64 0 1100 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 823 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 317 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 317 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 17.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 317 - HCM Lane V/C Ratio - - 0.078 - HCM Control Delay (s) - - 17.3 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.3 - 53 HCM 6th TWSC 3: College & Smokey Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 81 1379 70 0 1574 Future Vol, veh/h 0 81 1379 70 0 1574 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 95 1622 82 0 1852 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 852 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 303 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 303 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 22.2 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 303 - HCM Lane V/C Ratio - - 0.315 - HCM Control Delay (s) - - 22.2 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.3 - 54 APPENDIX H 55 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Long Total AM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 125 1 45 40 1 20 60 1390 15 85 1020 75 Future Volume (veh/h) 125 1 45 40 1 20 60 1390 15 85 1020 75 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 132 1 5 42 1 5 63 1463 15 89 1074 74 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 224 31 156 224 31 156 450 3749 38 359 3527 243 Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.04 0.72 0.72 0.04 0.72 0.72 Sat Flow, veh/h 1410 271 1355 1410 271 1355 1781 5211 53 1781 4878 336 Grp Volume(v), veh/h 132 0 6 42 0 6 63 956 522 89 749 399 Grp Sat Flow(s),veh/h/ln 1410 0 1626 1410 0 1626 1781 1702 1861 1781 1702 1810 Q Serve(g_s), s 10.1 0.0 0.4 3.0 0.0 0.4 1.0 12.0 12.0 1.4 8.6 8.6 Cycle Q Clear(g_c), s 10.4 0.0 0.4 3.4 0.0 0.4 1.0 12.0 12.0 1.4 8.6 8.6 Prop In Lane 1.00 0.83 1.00 0.83 1.00 0.03 1.00 0.19 Lane Grp Cap(c), veh/h 224 0 188 224 0 188 450 2449 1339 359 2461 1309 V/C Ratio(X) 0.59 0.00 0.03 0.19 0.00 0.03 0.14 0.39 0.39 0.25 0.30 0.30 Avail Cap(c_a), veh/h 413 0 407 413 0 407 519 2449 1339 502 2461 1309 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.8 0.0 43.2 44.7 0.0 43.2 3.7 6.0 6.0 4.2 5.4 5.4 Incr Delay (d2), s/veh 2.5 0.0 0.1 0.4 0.0 0.1 0.1 0.5 0.9 0.4 0.3 0.6 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 3.7 0.0 0.1 1.1 0.0 0.1 0.3 3.9 4.5 0.4 2.8 3.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.3 0.0 43.3 45.1 0.0 43.3 3.8 6.5 6.9 4.5 5.7 6.0 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 138 48 1541 1237 Approach Delay, s/veh 50.0 44.9 6.5 5.7 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.2 83.6 17.2 8.8 84.0 17.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 55.5 27.5 8.5 60.5 27.5 Max Q Clear Time (g_c+I1), s 3.4 14.0 12.4 3.0 10.6 5.4 Green Ext Time (p_c), s 0.1 14.5 0.3 0.0 10.4 0.1 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A 56 Timing Report, Sorted By Phase 1: College & Venus/Bueno Long Total AM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)18 60 32 13 65 32 Maximum Split (%) 16.4% 54.5% 29.1% 11.8% 59.1% 29.1% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)92 0 60 92 105 60 End Time (s)0 60 92 105 60 92 Yield/Force Off (s) 105.5 55.5 87.5 100.5 55.5 87.5 Yield/Force Off 170(s) 105.5 44.5 76.5 100.5 44.5 76.5 Local Start Time (s)92 0 60 92 105 60 Local Yield (s)105.5 55.5 87.5 100.5 55.5 87.5 Local Yield 170(s) 105.5 44.5 76.5 100.5 44.5 76.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 57 Queues 1: College & Venus/Bueno Long Total AM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 132 48 42 22 63 1479 89 1153 v/c Ratio 0.67 0.18 0.22 0.09 0.17 0.42 0.30 0.33 Control Delay 60.2 12.9 42.1 16.0 4.8 9.1 6.5 7.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.2 12.9 42.1 16.0 4.8 9.1 6.5 7.9 Queue Length 50th (ft) 89 1 27 1 9 160 12 110 Queue Length 95th (ft) 145 32 57 22 24 239 31 169 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 346 432 338 414 407 3499 389 3495 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.38 0.11 0.12 0.05 0.15 0.42 0.23 0.33 Intersection Summary 58 HCM 6th Signalized Intersection Summary 1: College & Venus/Bueno Long Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 125 1 35 70 1 45 60 1515 5 95 1595 95 Future Volume (veh/h) 125 1 35 70 1 45 60 1515 5 95 1595 95 Initial Q (Qb), veh 000000000000 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 132 1 5 74 1 5 63 1595 5 100 1679 96 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 216 31 155 216 31 155 286 3853 12 328 3641 208 Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.04 0.73 0.73 0.04 0.74 0.74 Sat Flow, veh/h 1410 271 1355 1410 271 1355 1781 5255 16 1781 4941 282 Grp Volume(v), veh/h 132 0 6 74 0 6 63 1033 567 100 1156 619 Grp Sat Flow(s),veh/h/ln 1410 0 1626 1410 0 1626 1781 1702 1867 1781 1702 1820 Q Serve(g_s), s 11.0 0.0 0.4 5.9 0.0 0.4 1.0 14.0 14.0 1.6 16.2 16.3 Cycle Q Clear(g_c), s 11.4 0.0 0.4 6.3 0.0 0.4 1.0 14.0 14.0 1.6 16.2 16.3 Prop In Lane 1.00 0.83 1.00 0.83 1.00 0.01 1.00 0.16 Lane Grp Cap(c), veh/h 216 0 186 216 0 186 286 2496 1369 328 2508 1341 V/C Ratio(X) 0.61 0.00 0.03 0.34 0.00 0.03 0.22 0.41 0.41 0.31 0.46 0.46 Avail Cap(c_a), veh/h 378 0 373 378 0 373 377 2496 1369 456 2508 1341 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.3 0.0 47.3 50.1 0.0 47.3 4.7 6.1 6.1 4.4 6.3 6.3 Incr Delay (d2), s/veh 2.8 0.0 0.1 0.9 0.0 0.1 0.4 0.5 0.9 0.5 0.6 1.1 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 4.1 0.0 0.2 2.1 0.0 0.2 0.3 4.6 5.2 0.5 5.4 5.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.1 0.0 47.3 51.0 0.0 47.3 5.0 6.6 7.1 5.0 6.9 7.4 LnGrp LOS E A D D A D AAAAAA Approach Vol, veh/h 138 80 1663 1875 Approach Delay, s/veh 54.8 50.7 6.7 7.0 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.3 92.5 18.2 8.9 92.9 18.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 65.5 27.5 10.5 68.5 27.5 Max Q Clear Time (g_c+I1), s 3.6 16.0 13.4 3.0 18.3 8.3 Green Ext Time (p_c), s 0.1 17.4 0.3 0.1 20.9 0.2 Intersection Summary HCM 6th Ctrl Delay 9.6 HCM 6th LOS A 59 Timing Report, Sorted By Phase 1: College & Venus/Bueno Long Total PM Synchro 11 Light Report Phase Number 124568 Movement SBL NBTL EBTL NBL SBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None C-Max None Maximum Split (s)18 70 32 15 73 32 Maximum Split (%) 15.0% 58.3% 26.7% 12.5% 60.8% 26.7% Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)111111 Minimum Initial (s)555555 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s)7 7 7 7 Flash Dont Walk (s)11 11 11 11 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s)102 0 70 102 117 70 End Time (s)0 70 102 117 70 102 Yield/Force Off (s) 115.5 65.5 97.5 112.5 65.5 97.5 Yield/Force Off 170(s) 115.5 54.5 86.5 112.5 54.5 86.5 Local Start Time (s) 102 0 70 102 117 70 Local Yield (s)115.5 65.5 97.5 112.5 65.5 97.5 Local Yield 170(s) 115.5 54.5 86.5 112.5 54.5 86.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 1: College & Venus/Bueno 60 Queues 1: College & Venus/Bueno Long Total PM Synchro 11 Light Report Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 132 38 74 48 63 1600 100 1779 v/c Ratio 0.69 0.15 0.38 0.18 0.28 0.46 0.38 0.50 Control Delay 66.7 14.5 50.9 13.6 7.2 10.0 8.0 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.7 14.5 50.9 13.6 7.2 10.0 8.0 9.5 Queue Length 50th (ft) 99 1 53 1 9 186 15 214 Queue Length 95th (ft) 157 31 95 34 25 285 36 313 Internal Link Dist (ft) 394 408 704 428 Turn Bay Length (ft) 100 100 200 200 Base Capacity (vph) 309 393 312 400 282 3480 346 3577 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.43 0.10 0.24 0.12 0.22 0.46 0.29 0.50 Intersection Summary 61 HCM 6th TWSC 2: College & Crestridge Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 1465 1040 65 Future Vol, veh/h 0 10 0 1465 1040 65 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 11 0 1542 1095 68 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 582 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 391 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 391 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 14.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 391 - - HCM Lane V/C Ratio - 0.027 - - HCM Control Delay (s) - 14.5 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 62 HCM 6th TWSC 2: College & Crestridge Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 30 0 1580 1650 50 Future Vol, veh/h 0 30 0 1580 1650 50 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 32 0 1663 1737 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 895 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 244 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 244 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 21.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 244 - - HCM Lane V/C Ratio - 0.129 - - HCM Control Delay (s) - 21.9 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.4 - - 63 HCM 6th TWSC 3: College & Smokey Long Total AM Synchro 11 Light Report Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 30 1435 75 0 1050 Future Vol, veh/h 0 30 1435 75 0 1050 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 32 1511 79 0 1105 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 795 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 284 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 284 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 19.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 284 - HCM Lane V/C Ratio - - 0.111 - HCM Control Delay (s) - - 19.3 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.4 - 64 HCM 6th TWSC 3: College & Smokey Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 110 1470 95 0 1680 Future Vol, veh/h 0 110 1470 95 0 1680 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 0 116 1547 100 0 1768 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 824 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 271 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 271 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 27.8 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 271 - HCM Lane V/C Ratio - - 0.427 - HCM Control Delay (s) - - 27.8 - HCM Lane LOS - - D - HCM 95th %tile Q(veh) - - 2 - 65 APPENDIX I 66 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES College AvenueSkyway Drive Bueno Drive Smokey Street 67 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential/Commercial to the south Residential/ Commercial Minimum B C C C B 1 Actual D E A C B Proposed D E A C B Residential/Commercial to the east Residential/ Commercial Minimum B C C C B 2 Actual B E B C B Proposed B E B C B Fossil Creek Trail to the north Recreational Minimum B C C C B 3 Actual B E A C B Proposed B E A C B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 68 SCALE: 1"=500' DELICH ASSOCIATES College AvenueSkyway Drive Bueno Drive Smokey Street BICYCLE INFLUENCE AREA 69 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C C C Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Fossil Creek Trail to the north Recreational B C C 1 2 3 4 70