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Home My WebLink AboutGATEWAY AT PROSPECT AMENDED ODP - ODP160001 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Gateway at Prospect TIS, April 2016 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Trip Assignment ............................................................................................................ 10 Background Traffic Projections ..................................................................................... 10 Total Traffic Forecasts ................................................................................................... 18 Signal Warrants ............................................................................................................. 18 Geometry ...................................................................................................................... 21 Operation Analysis ........................................................................................................ 21 Pedestrian Level of Service ........................................................................................... 29 Bicycle Level of Service ................................................................................................ 29 Transit Level of Service ................................................................................................. 36 IV. CONCLUSIONS .................................................................................................... 37 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 12 3. Short Range (2021) Background Peak Hour Operation ......................................... 24 4. Long Range (2035) Background Peak Hour Operation ........................................... 26 5. Short Range (2021) Total Peak Hour Operation ..................................................... 30 6. Long Range (2035) Total Peak Hour Operation ...................................................... 33 DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Balanced Recent Peak Hour Traffic .......................................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2021) Site Generated Peak Hour Traffic ........................................... 14 8. Long Range (2035) Site Generated Peak Hour Traffic ............................................ 15 9. Short Range (2021) Background Peak Hour Traffic ................................................ 16 10. Long Range (2035) Background Peak Hour Traffic................................................. 17 11. Short Range (2021) Total Peak Hour Traffic ........................................................... 19 12. Long Range (2035) Total Peak Hour Traffic ............................................................ 20 13. Short Range (2021) Geometry ................................................................................ 22 14. Long Range (2035) Geometry ................................................................................. 23 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Peak Hour Signal Warrant E. Short Range (2021) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2021) Total Peak Hour Operation H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Gateway at Prospect development. The proposed Gateway at Prospect site is located in the northwest quadrant of the Interstate 25 (I- 25)/Prospect interchange in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the developer (Neihart Land Company), the project planning consultant (TB Group), the project engineering consultant (Northern Engineering), Fort Collins Traffic Operations, and CDOT. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine 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 DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Gateway at Prospect 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 commercial, residential, and open space (agricultural). There are commercial and industrial uses to the north, south, and west of the site. There are residential uses to the west of the site. The center of Fort Collins lies to the northwest of the proposed Gateway at Prospect site. Streets The primary streets near the Gateway at Prospect site are Prospect Road, Summit View Drive, and the SW Frontage Road. Figure 2 shows a schematic of the existing geometry at the key intersections. Prospect Road is to the south of (adjacent to) the Gateway at Prospect site. It is an east-west street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, it has a two-lane cross section with an existing speed limit of 45 mph, west of Summit View Drive and 35 mph, east of Summit View Drive. At the Prospect/Summit View Drive intersection, Prospect Road has an eastbound left-turn lane, one through lane in each direction, and a westbound right-turn lane. The Prospect/Summit View intersection has signal control. At the Prospect/Frontage Road intersection, Prospect Road has eastbound and westbound left-turn lanes and one through lane in each direction. The Prospect/Frontage Road intersection has signal control. At the Prospect/SB I-25 Ramps and Prospect/NB I-25 Ramps intersections, Prospect Road has all eastbound and westbound movements combined into single lanes. The Prospect/SB I-25 Ramps and Prospect/NB I-25 Ramps intersections have signal control. Summit View Drive is to the west of the Gateway at Prospect site. It is a north- south street designated as a collector street north of Prospect Road on the Fort Collins Master Street Plan. Currently, Summit View Drive has a two-lane cross section and an existing speed of 35 mph. At the Prospect/Summit View intersection, Summit View Drive has a southbound left-turn lane and a southbound right-turn lane. The SW Frontage Road is a north-south street designated as a collector street north of Prospect Road on the Fort Collins Master Street Plan. Currently, the Frontage Road has a two-lane cross section with an existing speed limit of 45 mph. At the Prospect/Frontage Road intersection, the Frontage Road has all northbound and southbound movements combined into single lanes. 25 Prospect Summit View LCR5 SW Frontage Road Mulberry Gateway at Prospect SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 4 Prospect Summit View Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp - Denotes Lane DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 5 Existing Traffic Recent peak hour traffic volumes at the Prospect/Summit View, Prospect/ Frontage Road, Prospect/SB I-25 Ramps, and Prospect/NB I-25 Ramps intersections are shown in Figure 3. The counts at the Prospect/Frontage Road, Prospect/SB I-25 Ramps, and Prospect/NB I-25 Ramps intersections were obtained in February 2015. The counts at the Prospect/Summit View intersection were obtained by the City of Fort Collins in July 2014. Raw traffic count data is provided in Appendix B. Since the counts were performed on different days, the traffic volumes were balanced between the key intersections. The balanced recent peak hour traffic is shown in Figure 4. Existing Operation The Prospect/Summit View, Prospect/Frontage Road, Prospect/SB I-25 Ramps, and Prospect/NB I-25 Ramps intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control, geometry, and signal timing in the morning and afternoon peak hours. The calculated delay is shown at level of service E and F in this TIS. The intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The Gateway at Prospect site is in an area termed “commercial district,” which puts it in the category of “commercial corridor” for analysis purposes. In areas termed “commercial corridor,” acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. At unsignalized intersections, the level of service is N/A (not applicable). The Prospect/Summit View intersection is in an area termed “other.” In areas termed “other,” acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection, and level of service E or better for any leg or movement. It is important to note that several intersections along Prospect Road in this area warrant auxiliary turn lanes. At the Prospect/Summit View intersection, a westbound right-turn lane is warranted with the existing afternoon peak hour volume. At the Prospect/SB I-25 Ramps intersection, an eastbound right-turn lane and a westbound left-turn lane are warranted with the existing peak hour volumes. At the Prospect/NB I- 25 Ramps intersection, an eastbound left-turn lane is warranted with the existing peak hour volumes. Pedestrian Facilities There are no sidewalks along Prospect Road, Summit View Drive, and the Frontage Road. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 6 2/12 1/2 17/12 12/66 0/1 2/45 43/24 754/1073 3/2 25/13 1089/746 16/14 0/1 0/1 1/1 19/93 640/1026 8/13 20/57 1002/785 0/1 30/32 6/5 43/60 Prospect Summit View Frontage Road 12/14 234/155 117/170 90/241 651/548 24/55 NB I-25 Off-Ramp NB I-25 On-Ramp 42/82 850/623 274/157 6/16 202/401 570/744 SB I-25 Off-Ramp SB I-25 On-Ramp AM/PM BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 7 0/1 0/1 1/1 19/93 754/1045 8/13 21/56 1062/777 0/1 35/33 6/5 43/60 Prospect Summit View Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp 2/12 1/2 17/12 12/66 0/1 2/45 43/24 754/1073 3/2 25/13 1089/746 16/14 12/14 234/155 117/170 90/241 651/548 24/55 42/82 850/623 274/157 6/16 202/401 570/744 DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Summit View- Hageman’s Access (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT A E (55.3 secs) SB LT/T D E (59.3 secs) SB RT A A SB APPROACH D E (59.3 secs) OVERALL A A Prospect/Frontage Road (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT D D SB LT/T/RT D E (57.8 secs) OVERALL A A Prospect/SB I-25 Ramps (signal) EB T/RT A A WB LT/T A A SB LT/T D E (56.9 secs) SB RT D A SB APPROACH D E (56.9 secs) OVERALL A A Prospect/NB I-25 Ramps (signal) EB LT/T D D WB T/RT B B NB LT/T D D NB RT B C NB APPROACH D D OVERALL C D DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 9 Bicycle Facilities There are narrow bicycle lanes along Prospect Road and Summit View Drive within the study area. Transit Facilities Currently, this area of Fort Collins is not served by Transfort transit service. DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The proposed Gateway at Prospect development will include residential, retail, gas/C-store, hotel, and business park uses. Figure 5 shows a conceptual site plan of the Gateway at Prospect site. The site will be built in phases. Phase 1 will include the residential portion of the site and the gas/C-store. The short range analysis (Year 2021) includes development of Phase 1 of the Gateway at Prospect site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2035 and includes full development of the Gateway at Prospect site. The various site accesses are labelled on Figure 5. It is suggested that Access G line up with the existing drive to the north, which is labelled as Access H. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 9 th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Gateway at Prospect site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation for the Gateway at Prospect site on a daily and peak hour basis. Phase 1 trip generation of the site resulted in 6646 daily trip ends, 484 morning peak hour trip ends, and 615 afternoon peak hour trip ends. The trip generation for full development of the Gateway at Prospect site resulted in 17,984 daily trip ends, 1048 morning peak hour trip ends, and 1628 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Gateway at Prospect site was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2021) and long range (2035) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Trip Assignment 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. Figures 7 and 8 show the short range (2021) Phase 1 and long range (2035) Full Development site generated peak hour traffic assignment, respectively. SCALE: 1"=500' SITE PLAN Figure 5 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 11 Access A Access B Access C Access F Access E Access G Access D Access H DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 12 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Phase 1 Area I 220 Apartment 276 DU 6.65 1836 0.10 28 0.41 113 0.40 110 0.22 61 Area II 210 Single Family 181 DU 9.52 1724 0.19 34 0.56 101 0.63 114 0.37 67 230 Townhome/ Condo 195 DU 5.81 1132 0.07 14 0.37 72 0.35 68 0.17 33 Area IV 945 Fueling Center 12 Positions 162.78 1954 5.08 61 5.08 61 6.75 81 6.75 81 Phase 1 Total 6646 137 347 373 242 Phase 2 Area III 820 Retail 45.0 KSF 42.70 1922 0.60 27 0.36 16 1.78 80 1.93 87 Area IV 820 Retail 130.0 KSF 42.70 5550 0.60 78 0.36 47 1.78 231 1.93 251 310 Hotel 100 Rooms 8.17 818 0.31 31 0.22 22 0.31 31 0.29 29 Area V 770 Business Park 233.0 KSF 12.44 2898 1.19 277 0.21 49 0.33 77 0.91 212 Area VI 770 Business Park 12.0 KSF 12.44 150 1.19 14 0.21 3 0.33 4 0.91 11 Areas VII & VIII N/A Open Space N/A N/A NOM N/A NOM N/A NOM N/A NOM N/A NOM Phase 2 Total 11,338 427 137 423 590 Full Development Total 17,984 564 484 796 832 25 Prospect Summit View SW Frontage Road Mulberry 40% 25% 40% 30% 30% 25% 5% 5% 5% 10% 25% 15% 10% 10% 10% Residential Retail/Commercial* Employment *Assigned (Pass-By I-25 50% of T.G) Legend: SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 13 AM/PM SHORT RANGE (2021) PHASE 1 SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 14 90/51 16/66 48/34 17/66 27/78 Summit View Access A 38/127 16/10 122/75 6/17 Prospect Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp 52/47 16/10 4/16 47/121 51/137 31/59 68/57 110/80 Frontage Road 227/176 36/136 58/77 NOM Access C Access E Access F 36/136 58/77 7/24 1/5 3/4 NOM NOM 28/16 NOM 168/94 NOM 3/4 49/39 178/137 LONG RANGE (2035) FULL DEVELOPMENT SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 15 Prospect Summit View Access A Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp AM/PM 32/132 2/8 Frontage Road Access G Access H 6/10 34/141 NOM 35/32 NOM 1/5 NOM 7/40 26/76 285/205 NOM 102/249 92/210 NOM NOM 4/11 1/4 344/672 9/41 413/530 58/77 NOM Access B Access C Access D Access E Access F 33/37 NOM 212/285 NOM 90/51 16/66 84/188 17/66 180/165 DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 16 Background Traffic Projections Figures 9 and 10 show the respective short range (2021) and long range (2035) background traffic projections. The short range (2021) background traffic was developed by generally increasing the existing traffic counts by two percent per year. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. Total Traffic Forecasts Figures 11 and 12 show the respective short range (2021) and long range (2035) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Prospect/ Summit View, Prospect/Frontage Road, Prospect/SB I-25 Ramps, and Prospect/NB I-25 Ramps intersections are currently signalized. The stop sign controlled intersections along the Frontage Road will not warrant signals in the future, nor do they meet the signal spacing criterion. Geometry Figure 13 shows a schematic of the short range (2021) geometry. As mentioned earlier, several intersections along Prospect Road in this area warrant auxiliary turn lanes with the existing traffic volumes. At the Prospect/Summit View intersection, a westbound right-turn lane is warranted with the existing afternoon peak hour volume. At the Prospect/SB I-25 Ramps intersection, an eastbound right-turn lane and a westbound left-turn lane are warranted with the existing peak hour volumes. At the Prospect/NB I-25 Ramps intersection, an eastbound left-turn lane is warranted with the existing peak hour volumes. With the existing bridge, left-turn lanes are not possible. With the Phase 1 development of the Gateway at Prospect site, an eastbound right- turn lane and a westbound left-turn lane are required at the Prospect/Access A intersection. Depending upon the location of Access C in relation to the roundabout to the north, Access C may only allow a northbound right-in movement. At the Prospect/ Frontage Road intersection, a westbound and a southbound right-turn lane are required. Figure 14 shows a schematic of the long range (2035) geometry. It is assumed that Prospect Road would be improved to a four-lane arterial by/before the long range (2035) future and the interchange would also be significantly improved. AM/PM SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 17 2/13 1/2 19/14 13/74 0/1 3/52 48/27 845/1222 3/2 27/15 1221/847 17/16 0/1 0/1 1/1 21/105 846/1193 8/13 24/63 1192/880 0/1 39/37 6/5 48/68 Prospect Summit View Frontage Road 14/16 271/175 132/194 101/274 733/618 27/62 NB I-25 Off-Ramp NB I-25 On-Ramp 47/92 957/701 308/177 7/17 226/451 641/837 SB I-25 Off-Ramp SB I-25 On-Ramp LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 18 90/50 15/65 1500/1195 20/65 1095/1515 Summit View Access A 15/90 5/5 5/65 60/35 1055/1515 5/5 5/5 5/5 5/5 25/130 1070/1530 10/20 30/80 1555/1160 5/5 40/45 10/10 60/85 Prospect Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp 5/15 5/5 25/20 35/20 1520/1050 20/20 160/240 140/345 20/20 340/215 910/765 35/80 60/115 1190/865 385/225 15/25 285/560 800/1040 AM/PM SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 19 90/51 16/66 1264/978 17/66 913/1309 Summit View Access A 0/1 0/1 1/1 21/105 884/1320 8/13 40/73 1314/955 0/1 45/54 6/5 48/68 Prospect Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp 2/13 1/2 19/14 62/113 0/1 181/189 75/105 845/1222 3/2 94/150 1236/908 17/16 184/241 117/284 14/16 275/191 780/739 27/62 47/92 1008/838 339/236 7/17 294/508 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 20 90/50 15/65 1585/1385 20/65 1275/1680 Prospect Summit View Access A Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp 5/15 5/5 25/20 100/285 5/5 275/585 240/200 1055/1515 5/5 325/460 1535/1110 20/20 5/5 5/5 5/5 25/130 1225/1665 10/20 50/110 1620/1320 5/5 65/75 10/10 60/85 255/455 160/375 20/20 365/245 1075/1040 35/80 60/115 1380/1170 500/420 15/25 400/805 955/1315 SHORT RANGE (2021) GEOMETRY Figure 13 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 21 Summit View Access A Prospect Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp Frontage Road Access C Access E Access F - Required Lane - Existing Lane Existing Required Required Existing LONG RANGE (2035) GEOMETRY Figure 14 DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 Page 22 Prospect Summit View Access A Frontage Road NB I-25 Off-Ramp NB I-25 On-Ramp SB I-25 Off-Ramp SB I-25 On-Ramp Frontage Road Access B Access C Access D Access E Access F Access G Access H - Denotes Lane DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 23 Operation Analysis Operation analyses were performed at the Prospect/Summit View, Prospect/Frontage Road, Prospect/SB I-25 Ramps, Prospect/NB I-25 Ramps, and the Site Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2021 and 2035 conditions, respectively. The long range (2035) analyses are provided for informational purposes. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2021) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will operate acceptably during the peak hours with existing control and geometry. The signal timing in the morning peak hour had to be increased to a 120 second cycle, due to the high volumes on Prospect Road as a two-lane arterial street. The signal timing in the afternoon peak hour was adjusted, but maintained a 120 second cycle. Using the traffic volumes shown in Figure 10, the key intersections operate in the long range (2035) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. Prospect Road was assumed to be a four- lane arterial by/before the long range (2035) future. Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2021) total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The southbound right-turns at the Prospect/Access A intersection will experience delays commensurate with level of service F. The southbound leg at the Prospect/Frontage Road intersection will experience delays commensurate with level of service F during the morning peak hour. The northbound leg and overall operation at the Prospect/NB I-25 Ramps intersection will experience delays commensurate with level of service E & F during the afternoon peak hour. The unacceptable operation at these intersections is due to the two-lane cross section of Prospect Road in the short range (2021) future. Using the traffic volumes shown in Figure 12, the key intersections operate in the long range (2035) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. As with the long range (2035) background traffic, Prospect Road was assumed to be a four-lane arterial by/before the long range (2035) future. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Gateway at Prospect site. There will be three pedestrian destinations within 1320 feet of the Gateway at Prospect. These are: 1) the residential neighborhood to the west of the site; 2) the residential neighborhood to the northwest of the site; and 3) the commercial DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 24 TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Summit View- Hageman’s Access (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB RT A A WB APPROACH A A NB LT/T/RT A D SB LT/T D E (59.0 secs) SB RT A A SB APPROACH D E (59.0 secs) OVERALL A A Prospect/Frontage Road (signal) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT D D SB LT/T/RT D E (57.1 secs) OVERALL A A Prospect/SB I-25 Ramps (signal) EB T A A EB RT A A EB APPROACH A A WB LT/T B A SB LT/T D E (57.0 secs) SB RT D A SB APPROACH D E (57.0 secs) OVERALL B A Prospect/NB I-25 Ramps (signal) EB LT/T D D WB T/RT C B NB LT/T D D NB RT B B NB APPROACH D D OVERALL D D DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 25 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Summit View-Hageman’s Access (signal) EB LT A A EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB RT A A WB APPROACH A A NB LT/T/RT E (55.1 secs) D SB LT/T E (58.3 secs) E (58.1 secs) SB RT D D SB APPROACH E (57.9 secs) E (57.8 secs) OVERALL A A Prospect/Frontage Road (signal) EB LT A A EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB T/RT A A WB APPROACH A A NB LT/T/RT E (58.0 secs) D SB LT/T E (57.3 secs) E (56.6 secs) SB RT A A SB APPROACH E (57.3 secs) E (56.6 secs) OVERALL A A Prospect/SB I-25 Ramps (signal) EB T A A EB RT A A EB APPROACH A A WB LT A A WB T A A WB APPROACH A A SB LT/T C D SB RT E (59.1 secs) E (59.4 secs) SB APPROACH E (58.1 secs) E (57.6 secs) OVERALL B A Prospect/NB I-25 Ramps (signal) EB LT B A EB T A A EB APPROACH A A WB T B B WB T/RT B B WB APPROACH B B NB LT/T D D NB RT A C NB APPROACH D D DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 26 TABLE 5 Short Range (2021) Total Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Summit View-Hageman’s Access (signal) EB LT A A EB T/RT A B EB APPROACH A B WB LT A B WB T B A WB RT A A WB APPROACH B A NB LT/T/RT A D SB LT/T E (58.6 secs) E (58.1 secs) SB RT A D SB APPROACH E (58.6 secs) E (58.0 secs) OVERALL A A Prospect/Access A (stop sign) SB RT F (69.4 secs) C EB LT B B Prospect/Frontage Road (signal) EB LT A A EB T/RT A C EB APPROACH A C WB LT A A WB T B A WB RT A A WB APPROACH A A NB LT/T/RT D D SB LT/T F (220.9 secs) E (61.8 secs) SB RT A D SB APPROACH F (220.9 secs) E (61.3 secs) OVERALL C B Prospect/SB I-25 Ramps (signal) EB T A A EB RT A A EB APPROACH A A WB LT/T C A SB LT/T D D SB RT E (59.6 secs) E (60.2 secs) SB APPROACH E (59.0 secs) E (58.6 secs) OVERALL B A Prospect/NB I-25 Ramps (signal) EB LT/T E (70.2 secs) E (55.3 secs) WB T/RT C B NB LT/T D F (99.4 secs) NB RT B B NB APPROACH D F (97.1 secs) OVERALL D E (71.5 secs) Frontage Road/Access C (RT-in/RT-out) WB RT A A Frontage Road/Access E & F DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 27 TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Summit View- Hageman’s Access (signal) EB LT A A EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB RT A A WB APPROACH A A NB LT/T/RT D D SB LT/T E (56.2 secs) E (55.4 secs) SB RT D D SB APPROACH E (55.3 secs) E (54.9 secs) OVERALL A A Prospect/Access A (stop sign) SB RT C C EB LT C B Prospect/Frontage Road (signal) EB LT B A EB T A A EB T/RT A A EB APPROACH A A WB LT A B WB T A A WB RT A A WB APPROACH A A NB LT E (56.5 secs) D NB T/RT E (56.9 secs) D NB APPROACH E (56.7 secs) D SB LT D D SB T/RT D D SB APPROACH D D OVERALL A B Continued on next page DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 28 Continued from previous page TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/SB I-25 Ramps (signal) EB T A A EB RT A B EB APPROACH A A WB LT A A WB T A A WB APPROACH A A SB LT/T C D SB RT E (73.3 secs) E (75.9 secs) SB APPROACH E (71.8 secs) E (73.1 secs) OVERALL B B Prospect/NB I-25 Ramps (signal) EB LT B B EB T A A EB APPROACH A A WB T C C WB T/RT C C WB APPROACH C C NB LT/T D D NB RT C C NB APPROACH D D OVERALL C C Frontage Road/Access B & C (RT-in/RT-out) EB RT B C WB RT B B Frontage Road/Access D, E & F (roundabout) EB Leg A A WB Leg A A NB Leg A B SB Leg A C SE Leg A C OVERALL A B Frontage Road/Access G (stop sign) NB LT/T/RT B B SB LT/T/RT A A EB LT A A WB LT A A DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 29 uses along Mulberry Street and the Frontage Road. This site is in an area type termed “neighborhood employment,” which puts it into the “other” category for pedestrian analysis purposes. The level of service determination assumes that this development will build their streets and adjacent streets in accordance with Fort Collins Standards. The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for “other” is C for all categories. Due to the rural nature of Prospect Road and other streets in the area, the Pedestrian LOS cannot be achieved in the short range (2021) future. As future development occurs in the area, it is assumed that the future developments will build their streets in accordance with Fort Collins Standards. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Gateway at Prospect site. There is one bicycle destination within 1320 feet of the site: 1) the commercial uses along Mulberry Street and the Frontage Road. The Bicycle LOS Worksheet is provided in Appendix H. The minimum level of service for this site is C. This site is connected to bike lanes on Prospect Road and the Frontage Road. Therefore, it is concluded that level of service C can be achieved. Transit Level of Service Currently, this area of Fort Collins is not served by Transfort transit service. DELICH Gateway at Prospect TIS, April 2016 ASSOCIATES Page 30 IV. CONCLUSIONS This study assessed the impacts of the Gateway at Prospect site on the street system in the vicinity of the proposed development in the short range (2021) and long range (2035) future. As a result of this analysis, the following is concluded: - The development of Gateway at Prospect is feasible from a traffic engineering standpoint. Phase 1 trip generation of the site resulted in 6646 daily trip ends, 484 morning peak hour trip ends, and 615 afternoon peak hour trip ends. The trip generation for full development of the Gateway at Prospect site resulted in 17,984 daily trip ends, 1048 morning peak hour trip ends, and 1628 afternoon peak hour trip ends. - The key intersections operate acceptably with the existing control, geometry, and signal timing. - The Prospect/Summit View, Prospect/Frontage Road, Prospect/SB I-25 Ramps, and Prospect/NB I-25 Ramps intersections are currently signalized. The stop sign controlled intersections along the Frontage Road will not warrant signals in the future, nor do they meet the signal spacing criterion. - In the short range (2021) future, given development of the Gateway at Prospect site and an increase in background traffic, most of the key intersections will operate acceptably. The southbound right-turns at the Prospect/Access A intersection will experience delays commensurate with level of service F. The southbound leg at the Prospect/Frontage Road intersection will experience delays commensurate with level of service F during the morning peak hour. The northbound leg and overall operation at the Prospect/NB I-25 Ramps intersection will experience delays commensurate with level of service E & F during the afternoon peak hour. The unacceptable operation at these intersections is due to the two-lane cross section of Prospect Road in the short range (2021) future. - In the long range (2035) future, given development of the Gateway at Prospect site and an increase in background traffic, the key intersections are likely to achieve acceptable levels of service with Prospect Road as a four-lane arterial by/before the long range (2035) future. - The short range (2021) geometry is shown in Figure 13. - The long range (2035) geometry is shown in Figure 14. - Acceptable level of service is achieved for the bicycle mode based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. Due to the rural nature of Prospect Road and other streets in the area, the Pedestrian LOS cannot be achieved in the short range (2021) future. Currently, this area of Fort Collins is not served by Transfort transit service. APPENDIX A Chapter 4 - Attachments Attachment A Transportation Impact Study Base Assumptions Study Intersections 1. All access drives ( $"\ 5. Project Information e-, Project Name GAT~WA" 6Al 'feeSPG"CT (IA>Tet:.Z5r,..,TG LA-N't») ProjectLocation NW ~cJAveAJJT Dr 1-2~~~osf>, GCr (Nr~'r.r TIS Assumptions Time Period for Study ( AM: 7:UU-~:vv.DYM: 4:vv-o:vvl Sat Noon: No North: 5,-r~ Ac~ South:P,eo~P~r-r Type of Study Full: Y6" S Intermediate: A.) 0 Study Area Boundaries East: /-Z'S f!.{JMP5 West:-SUJAUI-rl/{G"tu Study Years Short Range: 2 o Z Ia~ Long Range: Z 0 5s- Future Traffic Growth Rate 4. /-2'SF?A-M pS 8. Trip Generation Rates Trip Adjustment Factors Passby: Pc;:R-T. u;. j Captive A I fA H-Jit.Nb ~ f!? Market: /~ Overall Trip Distribution SEE AITACHED SKETCH Mode Split Assumptions All A Committed Roadway Improvements LONG. !<AI.J(;,C;- - ! -2f) /~fG/?.efJAAJC;r;- PgR.. C.'UOT Other Traffic Studies C rt t.( YR.ov I pc;;- Areas Requiring Special Study Date: ;2 9j 2: C? (6 FG5RuA fY 17) ZOlfo ~gc>c(A-rG5 JA4)V~RV Traffic Engineer: DbiL(elk Local Entity Engineer: _ 150 ( BA ~ 1£'1ltir 21-7/w Page 4-34 Larimer County Urban Area Street Standards - Repealed and Reenacted April 1, 2007 Adopted by larimer County, City of loveland. City of Fort Collins ,-' .: I / LMN F>f:tIMARY USES +1_26.8 ACRES PRIMARY USES 211 TO 475 OUIAC , /",-~\ .•. -•.1 1__ ~ .~_,-.-"~~ _ _C-"*. -~!T>.~ r : ---- --- <, •.~-.,,/" 1----, ,,~;' '\..." . //- ,,......'/ ///~/.'~~ '7••a\'-''''I.-.-~---: »<>:": I I AWDIE Trip Generation AM Peak Hour Code Use Size PM Peak Hour l.76 DU B ~ 2.(0 'StNCLG FAMIl..l( 18/ bU ft.;;/. 17Z4- ~.Iq 34 o.S"6 101 0,1>3 114- 0#37 h7 z <;D "1O«W~o/Co.o.o I q£w 6".81 1I3Z t;,o7 /4- (), ~ 7 72. 035' b8 e,n ~3 L~=0~~~-c. T---+--~4--+--~~-+--~~-L~ 820 !2etAIL 4l.~~I4Z.10 ,922 @.60 ~7 ().~b lfo 1.78 80 1.93 87 gzo RETA'P/CO'-'lA.1. 13()~(jl5l"'I,.z.7o!.J~{.('O O.fIJO 7(5 (9,36:> 4-7, 1.7823/ I.q, ;2 f) ') 310 1~e>Tet-_~ (oof-JA$ 8./i 818 O.~l 3l o.ez: z z: O.~J 31 o.z<t z9 Ct-~ -' Uf:'"v'V"--;,.- I'''''''''' /' -. H'i:-->, t> f,...;.., )r: c-•• / ·•••./I •.f .. 7 _ h E r70BoSfl)(fSS ~e(:., 2..lJC:lt.4-4,.Z~q$l.lq 271 0,21 49 o,~3 77 o.q{ llZ- J= 7 7() Bv>w~~~ ~t?~ 'f~~ 12.4·4- I~o 1.\ ~ 14- 0.2.1 3 0."'3' 4- o.lt l II I V l IV I I v I '1/ - I L t::' "- x..> -1¥- s~e.-r I2AAJ(l. r? lo\,A L z4Z 4 ')- 40~ 2570 4070 e)APiOPMEf{) T f&TAIL/COMJAEf>JJIIiL. A'3s [GlJro R.~8(D&IJTIAL t6~ 2f5"";;r (t~~~·j2J~ /D~ APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/23/2014 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/Summit View S = straight L = left turn Time Northbound: Driveway Southbound: Summit View Total Eastbound: Prospect Westbound: Prospect 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 0 0 0 0 6 0 15 21 21 7 187 2 196 0 250 5 255 451 472 7:45 0 0 0 0 4 1 7 12 12 5 179 3 187 0 300 3 303 490 502 8:00 0 0 1 1 8 4 11 23 24 2 133 2 137 0 221 10 231 368 392 8:15 0 0 0 0 12 1 10 23 23 5 141 1 147 0 231 2 233 380 403 7:30-8:30 0 0 1 1 30 6 43 79 80 19 640 8 667 0 1002 20 1022 1689 1769 PHF n/a n/a 0.25 0.25 0.63 0.38 0.72 0.86 0.68 0.86 0.67 0.85 n/a 0.84 0.5 0.84 0.88 4:30 0 1 0 1 7 5 17 29 30 12 284 10 306 1 183 10 194 500 530 4:45 0 0 0 0 9 0 16 25 25 14 231 3 248 0 213 14 227 475 500 5:00 1 0 1 2 7 0 13 20 22 43 221 0 264 0 174 18 192 456 478 5:15 0 0 0 0 9 0 14 23 23 24 290 0 314 0 215 15 230 544 567 4:30-5:30 1 1 1 3 32 5 60 97 100 93 1026 13 1132 1 785 57 843 1975 2075 PHF 0.25 0.25 0.25 0.38 0.89 0.25 0.88 0.84 0.54 0.88 0.33 0.9 0.25 0.91 0.79 0.92 0.91 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/24/2015 Observer: All Traffic Data Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/SW Frontage Road S = straight L = left turn Time Northbound: SW Frontage Southbound: SW Frontage Total Eastbound: Prospect Westbound: Prospect 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 0 1 4 5 0 0 4 4 9 12 220 1 233 2 324 7 333 566 575 7:45 0 0 2 2 0 0 3 3 5 13 208 0 221 4 301 10 315 536 541 8:00 1 0 4 5 1 0 3 4 9 8 170 1 179 4 222 7 233 412 421 8:15 1 0 7 8 1 0 2 3 11 10 156 1 167 6 242 1 249 416 427 7:30-8:30 2 1 17 20 2 0 12 14 34 43 754 3 800 16 1089 25 1130 1930 1964 PHF 0.5 0.25 0.61 0.63 0.5 n/a 0.75 0.88 0.83 0.86 0.75 0.86 0.67 0.84 0.63 0.85 0.85 4:30 3 0 5 8 15 0 16 31 39 5 249 1 255 4 157 6 167 422 461 4:45 0 0 0 0 7 1 13 21 21 6 256 0 262 3 186 3 192 454 475 5:00 8 0 5 13 13 0 24 37 50 9 269 1 279 5 183 2 190 469 519 5:15 1 2 2 5 10 0 13 23 28 4 299 0 303 2 220 2 224 527 555 4:30-5:30 12 2 12 26 45 1 66 112 138 24 1073 2 1099 14 746 13 773 1872 2010 PHF 0.38 0.25 0.6 0.5 0.75 0.25 0.69 0.76 0.67 0.9 0.5 0.91 0.7 0.85 0.54 0.86 0.91 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/24/2015 Observer: All Traffic Data Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/SB I-25 Ramps S = straight L = left turn Time Northbound: Southbound: SB Ramps Total Eastbound: Prospect Westbound: Prospect 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 0 1 97 98 98 50 180 230 11 242 253 483 581 7:45 0 3 69 72 72 67 152 219 16 205 221 440 512 8:00 0 2 56 58 58 34 129 163 11 194 205 368 426 8:15 0 0 52 52 52 51 109 160 4 209 213 373 425 7:30-8:30 0 0 0 0 6 0 274 280 280 0 202 570 772 42 850 0 892 1664 1944 PHF n/a n/a n/a n/a 0.5 n/a 0.71 0.71 n/a 0.75 0.79 0.84 0.66 0.88 n/a 0.88 0.84 4:30 0 9 38 47 47 93 169 262 23 136 159 421 468 4:45 0 3 40 43 43 95 174 269 28 161 189 458 501 5:00 0 2 42 44 44 102 189 291 15 144 159 450 494 5:15 0 2 37 39 39 111 212 323 16 182 198 521 560 4:30-5:30 0 0 0 0 16 0 157 173 173 0 401 744 1145 82 623 0 705 1850 2023 PHF n/a n/a n/a n/a 0.44 n/a 0.93 0.92 n/a 0.9 0.88 0.89 0.73 0.86 n/a 0.89 0.9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/24/2015 Observer: All Traffic Data Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/NB I-25 Ramps S = straight L = left turn Time Northbound: NB Ramps Southbound: Total Eastbound: Prospect Westbound: Prospect Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 175 5 180 0 180 31 16 47 67 2 69 116 296 7:45 160 12 172 0 172 36 32 68 73 5 78 146 318 8:00 143 5 148 0 148 22 21 43 57 0 57 100 248 8:15 173 2 175 0 175 28 21 49 37 5 42 91 266 7:30-8:30 651 0 24 675 0 0 0 0 675 117 90 0 207 0 234 12 246 453 1128 PHF 0.93 n/a 0.5 0.94 n/a n/a n/a n/a 0.81 0.7 n/a 0.76 n/a 0.8 0.6 0.79 0.89 4:30 128 11 139 0 139 34 65 99 35 0 35 134 273 4:45 151 15 166 0 166 37 55 92 38 7 45 137 303 5:00 117 12 129 0 129 46 52 98 37 2 39 137 266 5:15 152 17 169 0 169 53 69 122 45 5 50 172 341 4:30-5:30 548 0 55 603 0 0 0 0 603 170 241 0 411 0 155 14 169 580 1183 PHF 0.9 n/a 0.81 0.89 n/a n/a n/a n/a 0.8 0.87 n/a 0.84 n/a 0.86 0.5 0.85 0.87 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 19 754 8 0 1062 21 0 0 1 35 6 43 Future Volume (veh/h) 19 754 8 0 1062 21 0 0 1 35 6 43 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1824 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 22 857 9 0 1207 23 0 0 0 40 7 0 Adj No. of Lanes 110110010011 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 454 1647 17 65 1568 30 0 91 0 119 10 77 Arrive On Green 0.86 0.86 0.85 0.00 1.00 1.00 0.00 0.00 0.00 0.04 0.05 0.00 Sat Flow, veh/h 451 1914 20 636 1822 35 0 1863 0 1197 209 1583 Grp Volume(v), veh/h 22 0 866 0 0 1230 0 0 0 47 0 0 Grp Sat Flow(s),veh/h/ln 451 0 1934 636 0 1857 0 1863 0 1406 0 1583 Q Serve(g_s), s 0.8 0.0 12.5 0.0 0.0 0.0 0.0 0.0 0.0 3.7 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 12.5 0.0 0.0 0.0 0.0 0.0 0.0 3.7 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.02 0.00 0.00 0.85 1.00 Lane Grp Cap(c), veh/h 454 0 1664 65 0 1597 0 91 0 116 0 77 V/C Ratio(X) 0.05 0.00 0.52 0.00 0.00 0.77 0.00 0.00 0.00 0.40 0.00 0.00 Avail Cap(c_a), veh/h 454 0 1664 65 0 1597 0 339 0 303 0 288 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 0.57 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.1 0.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 51.9 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 1.2 0.0 0.0 2.1 0.0 0.0 0.0 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 7.0 0.0 0.0 0.9 0.0 0.0 0.0 1.5 0.0 0.0 LnGrp Delay(d),s/veh 1.3 0.0 3.1 0.0 0.0 2.1 0.0 0.0 0.0 54.2 0.0 0.0 LnGrp LOS A A A D Approach Vol, veh/h 888 1230 0 47 Approach Delay, s/veh 3.1 2.1 0.0 54.2 Approach LOS A A D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 10.4 99.6 10.4 99.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 79.0 19.0 79.0 Max Q Clear Time (g_c+I1), s 5.7 14.5 0.0 2.0 Green Ext Time (p_c), s 0.1 15.7 0.0 15.9 Intersection Summary HCM 2010 Ctrl Delay 3.6 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 85 25 85 Maximum Split (%) 22.7% 77.3% 22.7% 77.3% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 100 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 100 15 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Recent PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 93 1045 13 1 777 56 1 1 1 33 5 60 Future Volume (veh/h) 93 1045 13 1 777 56 1 1 1 33 5 60 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1824 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 102 1148 14 1 854 61 1 1 0 36 5 0 Adj No. of Lanes 110110010011 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 591 1668 20 388 1501 107 69 54 0 110 7 69 Arrive On Green 0.87 0.87 0.86 1.00 1.00 1.00 0.04 0.04 0.00 0.04 0.04 0.00 Sat Flow, veh/h 608 1910 23 481 1718 123 558 1238 0 1233 171 1583 Grp Volume(v), veh/h 102 0 1162 1 0 915 2 0 0 41 0 0 Grp Sat Flow(s),veh/h/ln 608 0 1933 481 0 1841 1796 0 0 1405 0 1583 Q Serve(g_s), s 3.1 0.0 22.9 0.1 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 Cycle Q Clear(g_c), s 3.1 0.0 22.9 23.0 0.0 0.0 0.1 0.0 0.0 3.5 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.07 0.50 0.00 0.88 1.00 Lane Grp Cap(c), veh/h 591 0 1688 388 0 1608 108 0 0 106 0 69 V/C Ratio(X) 0.17 0.00 0.69 0.00 0.00 0.57 0.02 0.00 0.00 0.39 0.00 0.00 Avail Cap(c_a), veh/h 591 0 1688 388 0 1608 305 0 0 278 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.81 0.00 0.81 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.2 0.0 2.4 2.5 0.0 0.0 55.2 0.0 0.0 57.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 2.3 0.0 0.0 1.2 0.1 0.0 0.0 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 12.7 0.0 0.0 0.5 0.1 0.0 0.0 1.4 0.0 0.0 LnGrp Delay(d),s/veh 1.8 0.0 4.7 2.5 0.0 1.2 55.3 0.0 0.0 59.3 0.0 0.0 LnGrp LOS A A A A E E Approach Vol, veh/h 1264 916 2 41 Approach Delay, s/veh 4.5 1.2 55.3 59.3 Approach LOS AAEE Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 10.2 109.8 10.2 109.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 5.5 24.9 2.1 25.0 Green Ext Time (p_c), s 0.1 16.7 0.1 16.7 Intersection Summary HCM 2010 Ctrl Delay 4.2 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Recent AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 43 754 3 16 1089 25 2 1 17 2 0 12 Future Volume (veh/h) 43 754 3 16 1089 25 2 1 17 2 0 12 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 51 887 4 19 1281 28 210200 Adj No. of Lanes 110110010010 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 439 1656 7 621 1623 35 71 8 0 89 0 0 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.01 0.02 0.00 0.01 0.00 0.00 Sat Flow, veh/h 418 1853 8 622 1816 40 1055 527 0 1509 0 0 Grp Volume(v), veh/h 51 0 891 19 0 1309 300200 Grp Sat Flow(s),veh/h/ln 418 0 1861 622 0 1856 1582 0 0 1509 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.67 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 439 0 1663 621 0 1658 65 0 0 75 0 0 V/C Ratio(X) 0.12 0.00 0.54 0.03 0.00 0.79 0.05 0.00 0.00 0.03 0.00 0.00 Avail Cap(c_a), veh/h 439 0 1663 621 0 1658 320 0 0 310 0 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.00 0.84 0.52 0.00 0.52 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 53.7 0.0 0.0 53.9 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 1.0 0.0 0.0 2.1 0.3 0.0 0.0 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.5 0.0 0.0 1.0 0.1 0.0 0.0 0.1 0.0 0.0 LnGrp Delay(d),s/veh 0.5 0.0 1.0 0.0 0.0 2.1 54.0 0.0 0.0 54.0 0.0 0.0 LnGrp LOS A A A A D D Approach Vol, veh/h 942 1328 3 2 Approach Delay, s/veh 1.0 2.1 54.0 54.0 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 6.7 103.3 6.7 103.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 79.0 19.0 79.0 Max Q Clear Time (g_c+I1), s 2.1 2.0 2.2 2.0 Green Ext Time (p_c), s 0.0 22.4 0.0 22.4 Intersection Summary HCM 2010 Ctrl Delay 1.7 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 85 25 85 Maximum Split (%) 22.7% 77.3% 22.7% 77.3% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 100 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 100 15 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Recent PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 1073 2 14 746 13 12 2 12 45 1 66 Future Volume (veh/h) 24 1073 2 14 746 13 12 2 12 45 1 66 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 26 1179 2 15 820 13 13 2 0 49 1 21 Adj No. of Lanes 110110010010 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 617 1577 3 461 1551 25 145 19 0 119 4 31 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.06 0.07 0.00 0.06 0.07 0.06 Sat Flow, veh/h 656 1859 3 473 1829 29 1298 279 0 1001 61 446 Grp Volume(v), veh/h 26 0 1181 15 0 833 15 0 0 71 0 0 Grp Sat Flow(s),veh/h/ln 656 0 1862 473 0 1858 1578 0 0 1508 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 5.5 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.87 0.00 0.69 0.30 Lane Grp Cap(c), veh/h 617 0 1580 461 0 1576 151 0 0 141 0 0 V/C Ratio(X) 0.04 0.00 0.75 0.03 0.00 0.53 0.10 0.00 0.00 0.50 0.00 0.00 Avail Cap(c_a), veh/h 617 0 1580 461 0 1576 280 0 0 273 0 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.67 0.00 0.67 0.52 0.00 0.52 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 52.9 0.0 0.0 55.0 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 2.2 0.1 0.0 0.7 0.3 0.0 0.0 2.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 1.0 0.0 0.0 0.3 0.5 0.0 0.0 2.5 0.0 0.0 LnGrp Delay(d),s/veh 0.1 0.0 2.2 0.1 0.0 0.7 53.2 0.0 0.0 57.8 0.0 0.0 LnGrp LOS A A A A D E Approach Vol, veh/h 1207 848 15 71 Approach Delay, s/veh 2.2 0.7 53.2 57.8 Approach LOS A A D E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 13.2 106.8 13.2 106.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 90.0 18.0 90.0 Max Q Clear Time (g_c+I1), s 7.5 2.0 3.0 2.0 Green Ext Time (p_c), s 0.1 15.7 0.2 15.7 Intersection Summary HCM 2010 Ctrl Delay 3.8 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 24 96 24 96 Maximum Split (%) 20.0% 80.0% 20.0% 80.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 18 114 18 114 Yield/Force Off 170(s) 18 104 8 114 Local Start Time (s) 6 30 6 30 Local Yield (s) 24 0 24 0 Local Yield 170(s) 24 110 14 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 114 (95%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Recent AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 202 570 42 850 000060 274 Future Volume (veh/h) 0 202 570 42 850 000060 274 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1900 1900 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 238 578 49 1000 0 7 0 128 Adj No. of Lanes 010010 011 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 396 961 80 1399 0 175 0 171 Arrive On Green 0.00 1.00 1.00 1.00 1.00 0.00 0.11 0.00 0.11 Sat Flow, veh/h 0 483 1173 56 1707 0 1774 0 1583 Grp Volume(v), veh/h 0 0 816 1049 0 0 7 0 128 Grp Sat Flow(s),veh/h/ln 0 0 1656 1763 0 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 8.6 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 8.6 Prop In Lane 0.00 0.71 0.05 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 0 1357 1463 0 0 175 0 171 V/C Ratio(X) 0.00 0.00 0.60 0.72 0.00 0.00 0.04 0.00 0.75 Avail Cap(c_a), veh/h 0 0 1357 1463 0 0 290 0 273 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 0.85 0.95 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 44.4 0.0 47.6 Incr Delay (d2), s/veh 0.0 0.0 1.7 2.9 0.0 0.0 0.1 0.0 6.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.6 1.2 0.0 0.0 0.2 0.0 4.1 LnGrp Delay(d),s/veh 0.0 0.0 1.7 2.9 0.0 0.0 44.5 0.0 54.1 LnGrp LOS A A D D Approach Vol, veh/h 816 1049 135 Approach Delay, s/veh 1.7 2.9 53.6 Approach LOS A A D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 94.1 15.9 94.1 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 82.0 18.0 82.0 Max Q Clear Time (g_c+I1), s 2.0 10.6 2.0 Green Ext Time (p_c), s 13.4 0.2 13.4 Intersection Summary HCM 2010 Ctrl Delay 5.8 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 4 6 8 Movement EBT SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 87 23 87 Maximum Split (%) 79.1% 20.9% 79.1% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 23 0 23 End Time (s) 0 23 0 Yield/Force Off (s) 105 18 105 Yield/Force Off 170(s) 105 18 105 Local Start Time (s) 23 0 23 Local Yield (s) 105 18 105 Local Yield 170(s) 105 18 105 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Recent PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 401 744 82 623 0000160 157 Future Volume (veh/h) 0 401 744 82 623 0000160 157 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1900 1900 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 446 773 91 692 0 18 0 0 Adj No. of Lanes 010010 011 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 541 938 154 1154 0 74 0 79 Arrive On Green 0.00 1.00 1.00 1.00 1.00 0.00 0.05 0.00 0.00 Sat Flow, veh/h 0 613 1062 136 1306 0 1774 0 1583 Grp Volume(v), veh/h 0 0 1219 783 0 0 18 0 0 Grp Sat Flow(s),veh/h/ln 0 0 1675 1442 0 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 Prop In Lane 0.00 0.63 0.12 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 0 1480 1295 0 0 74 0 79 V/C Ratio(X) 0.00 0.00 0.82 0.60 0.00 0.00 0.24 0.00 0.00 Avail Cap(c_a), veh/h 0 0 1480 1295 0 0 148 0 145 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 0.53 0.99 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 55.2 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 2.9 2.1 0.0 0.0 1.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 1.2 0.7 0.0 0.0 0.6 0.0 0.0 LnGrp Delay(d),s/veh 0.0 0.0 2.9 2.1 0.0 0.0 56.9 0.0 0.0 LnGrp LOS A A E Approach Vol, veh/h 1219 783 18 Approach Delay, s/veh 2.9 2.1 56.9 Approach LOS A A E Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 110.0 10.0 110.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 100.0 10.0 100.0 Max Q Clear Time (g_c+I1), s 2.0 3.2 2.0 Green Ext Time (p_c), s 20.2 0.0 20.2 Intersection Summary HCM 2010 Ctrl Delay 3.1 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 4 6 8 Movement EBT SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 105 15 105 Maximum Split (%) 87.5% 12.5% 87.5% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 15 0 15 End Time (s) 0 15 0 Yield/Force Off (s) 115 10 115 Yield/Force Off 170(s) 115 10 115 Local Start Time (s) 15 0 15 Local Yield (s) 115 10 115 Local Yield 170(s) 115 10 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Recent AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 117 90 0 0 234 12 651 0 24 0 0 0 Future Volume (veh/h) 117 90 0 0 234 12 651 0 24 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1900 1863 0 0 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 131 101 0 0 263 11 731 0 11 Adj No. of Lanes 010010011 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 220022222 Cap, veh/h 339 248 0 0 840 35 805 0 719 Arrive On Green 0.15 0.16 0.00 0.00 0.47 0.46 0.44 0.00 0.45 Sat Flow, veh/h 607 524 0 0 1775 74 1774 0 1583 Grp Volume(v), veh/h 232 0000 274 731011 Grp Sat Flow(s),veh/h/ln 1131 0000 1850 1774 0 1583 Q Serve(g_s), s 15.4 0.0 0.0 0.0 0.0 10.1 42.2 0.0 0.4 Cycle Q Clear(g_c), s 25.5 0.0 0.0 0.0 0.0 10.1 42.2 0.0 0.4 Prop In Lane 0.56 0.00 0.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 576 0000 876 8050 719 V/C Ratio(X) 0.40 0.00 0.00 0.00 0.00 0.31 0.91 0.00 0.02 Avail Cap(c_a), veh/h 576 0000 876 9840 878 HCM Platoon Ratio 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.0 0.0 0.0 0.0 0.0 17.9 28.4 0.0 16.5 Incr Delay (d2), s/veh 1.5 0.0 0.0 0.0 0.0 0.9 10.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.9 0.0 0.0 0.0 0.0 5.3 22.9 0.0 0.2 LnGrp Delay(d),s/veh 39.5 0.0 0.0 0.0 0.0 18.9 38.9 0.0 16.5 LnGrp LOS D B D B Approach Vol, veh/h 232 274 742 Approach Delay, s/veh 39.5 18.9 38.6 Approach LOS D B D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 56.1 53.9 56.1 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 60.0 40.0 Max Q Clear Time (g_c+I1), s 27.5 44.2 12.1 Green Ext Time (p_c), s 2.5 4.7 3.3 Intersection Summary HCM 2010 Ctrl Delay 34.4 HCM 2010 LOS C Timing Report, Sorted By Phase Recent AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 4 6 8 Movement EBTL NBTL WBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 45 65 45 Maximum Split (%) 40.9% 59.1% 40.9% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 65 0 65 End Time (s) 0 65 0 Yield/Force Off (s) 105 60 105 Yield/Force Off 170(s) 105 60 105 Local Start Time (s) 65 0 65 Local Yield (s) 105 60 105 Local Yield 170(s) 105 60 105 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Recent PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 170 241 0 0 155 14 548 0 55 0 0 0 Future Volume (veh/h) 170 241 0 0 155 14 548 0 55 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1900 1863 0 0 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 195 277 0 0 178 14 630 0 20 Adj No. of Lanes 010010011 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 220022222 Cap, veh/h 347 463 0 0 926 73 693 0 618 Arrive On Green 0.18 0.18 0.00 0.00 0.54 0.53 0.38 0.00 0.39 Sat Flow, veh/h 561 853 0 0 1705 134 1774 0 1583 Grp Volume(v), veh/h 472 0000 192 630020 Grp Sat Flow(s),veh/h/ln 1413 0000 1839 1774 0 1583 Q Serve(g_s), s 32.6 0.0 0.0 0.0 0.0 6.4 40.4 0.0 0.9 Cycle Q Clear(g_c), s 39.0 0.0 0.0 0.0 0.0 6.4 40.4 0.0 0.9 Prop In Lane 0.41 0.00 0.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 798 0000 998 6930 618 V/C Ratio(X) 0.59 0.00 0.00 0.00 0.00 0.19 0.91 0.00 0.03 Avail Cap(c_a), veh/h 798 0000 998 8280 739 HCM Platoon Ratio 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.43 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.2 0.0 0.0 0.0 0.0 14.0 35.1 0.0 22.6 Incr Delay (d2), s/veh 1.4 0.0 0.0 0.0 0.0 0.4 12.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 15.2 0.0 0.0 0.0 0.0 3.4 22.2 0.0 0.4 LnGrp Delay(d),s/veh 41.5 0.0 0.0 0.0 0.0 14.4 47.6 0.0 22.6 LnGrp LOS D B D C Approach Vol, veh/h 472 192 650 Approach Delay, s/veh 41.5 14.4 46.8 Approach LOS D B D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 69.1 50.9 69.1 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 55.0 55.0 55.0 Max Q Clear Time (g_c+I1), s 41.0 42.4 8.4 Green Ext Time (p_c), s 3.6 3.5 4.9 Intersection Summary HCM 2010 Ctrl Delay 40.2 HCM 2010 LOS D Timing Report, Sorted By Phase Recent PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 4 6 8 Movement EBTL NBTL WBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 60 60 60 Maximum Split (%) 50.0% 50.0% 50.0% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 60 0 60 End Time (s) 0 60 0 Yield/Force Off (s) 115 55 115 Yield/Force Off 170(s) 115 55 115 Local Start Time (s) 60 0 60 Local Yield (s) 115 55 115 Local Yield 170(s) 115 55 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road 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 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 APPENDIX D HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 846 8 0 1192 24 0 0 1 39 6 48 Future Volume (veh/h) 21 846 8 0 1192 24 0 0 1 39 6 48 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 24 961 9 0 1355 21 0 0 0 44 7 0 Adj No. of Lanes 110111010011 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 402 1641 15 65 1596 1288 0 98 0 124 10 83 Arrive On Green 0.86 0.86 0.85 0.00 1.00 1.00 0.00 0.00 0.00 0.04 0.05 0.00 Sat Flow, veh/h 393 1916 18 577 1863 1520 0 1863 0 1209 192 1583 Grp Volume(v), veh/h 24 0 970 0 1355 21 0 0 0 51 0 0 Grp Sat Flow(s),veh/h/ln 393 0 1934 577 1863 1520 0 1863 0 1402 0 1583 Q Serve(g_s), s 1.0 0.0 15.9 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 Cycle Q Clear(g_c), s 1.0 0.0 15.9 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 0.00 0.00 0.86 1.00 Lane Grp Cap(c), veh/h 402 0 1657 65 1596 1288 0 98 0 122 0 83 V/C Ratio(X) 0.06 0.00 0.59 0.00 0.85 0.02 0.00 0.00 0.00 0.42 0.00 0.00 Avail Cap(c_a), veh/h 402 0 1657 65 1596 1288 0 339 0 303 0 288 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.36 0.36 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.2 0.0 2.3 0.0 0.0 0.0 0.0 0.0 0.0 51.7 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 1.5 0.0 2.2 0.0 0.0 0.0 0.0 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 8.8 0.0 1.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0 LnGrp Delay(d),s/veh 1.5 0.0 3.8 0.0 2.2 0.0 0.0 0.0 0.0 54.0 0.0 0.0 LnGrp LOS A A A A D Approach Vol, veh/h 994 1376 0 51 Approach Delay, s/veh 3.7 2.2 0.0 54.0 Approach LOS A A D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 10.8 99.2 10.8 99.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 79.0 19.0 79.0 Max Q Clear Time (g_c+I1), s 6.0 17.9 0.0 2.0 Green Ext Time (p_c), s 0.1 21.6 0.0 22.6 Intersection Summary HCM 2010 Ctrl Delay 3.9 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 85 25 85 Maximum Split (%) 22.7% 77.3% 22.7% 77.3% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 100 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 100 15 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 1193 13 1 880 63 1 1 1 37 5 68 Future Volume (veh/h) 105 1193 13 1 880 63 1 1 1 37 5 68 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 115 1311 14 1 967 58 1 1 0 41 5 0 Adj No. of Lanes 110111010011 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 536 1662 18 300 1618 1308 73 58 0 117 7 76 Arrive On Green 0.87 0.87 0.86 1.00 1.00 1.00 0.04 0.05 0.00 0.04 0.05 0.00 Sat Flow, veh/h 548 1913 20 412 1863 1520 581 1213 0 1247 152 1583 Grp Volume(v), veh/h 115 0 1325 1 967 58 2 0 0 46 0 0 Grp Sat Flow(s),veh/h/ln 548 0 1934 412 1863 1520 1794 0 0 1399 0 1583 Q Serve(g_s), s 4.2 0.0 34.3 0.1 0.0 0.0 0.0 0.0 0.0 3.8 0.0 0.0 Cycle Q Clear(g_c), s 4.2 0.0 34.3 34.4 0.0 0.0 0.1 0.0 0.0 3.9 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 0.50 0.00 0.89 1.00 Lane Grp Cap(c), veh/h 536 0 1680 300 1618 1308 116 0 0 112 0 76 V/C Ratio(X) 0.21 0.00 0.79 0.00 0.60 0.04 0.02 0.00 0.00 0.41 0.00 0.00 Avail Cap(c_a), veh/h 536 0 1680 300 1618 1308 306 0 0 277 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.73 0.73 0.73 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.3 0.0 3.3 5.7 0.0 0.0 54.7 0.0 0.0 56.7 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 3.8 0.0 1.2 0.0 0.1 0.0 0.0 2.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 19.5 0.0 0.5 0.0 0.1 0.0 0.0 1.6 0.0 0.0 LnGrp Delay(d),s/veh 2.2 0.0 7.1 5.7 1.2 0.0 54.7 0.0 0.0 59.0 0.0 0.0 LnGrp LOS A AAAAD E Approach Vol, veh/h 1440 1026 2 46 Approach Delay, s/veh 6.7 1.1 54.7 59.0 Approach LOS A A D E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 10.8 109.2 10.8 109.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 5.9 36.3 2.1 36.4 Green Ext Time (p_c), s 0.1 22.4 0.1 22.4 Intersection Summary HCM 2010 Ctrl Delay 5.5 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 845 3 17 1221 27 2 1 19 3 0 13 Future Volume (veh/h) 48 845 3 17 1221 27 2 1 19 3 0 13 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 56 994 4 20 1436 32 210400 Adj No. of Lanes 110110010010 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 386 1652 7 566 1618 36 74 10 0 92 0 0 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.01 0.02 0.00 0.01 0.00 0.00 Sat Flow, veh/h 359 1854 7 562 1815 40 1072 536 0 1479 0 0 Grp Volume(v), veh/h 56 0 998 20 0 1468 300400 Grp Sat Flow(s),veh/h/ln 359 0 1861 562 0 1856 1609 0 0 1479 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.3 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.67 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 386 0 1659 566 0 1654 69 0 0 78 0 0 V/C Ratio(X) 0.15 0.00 0.60 0.04 0.00 0.89 0.04 0.00 0.00 0.05 0.00 0.00 Avail Cap(c_a), veh/h 386 0 1659 566 0 1654 320 0 0 310 0 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.00 0.79 0.10 0.00 0.10 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 53.5 0.0 0.0 53.7 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 1.3 0.0 0.0 0.8 0.3 0.0 0.0 0.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.6 0.0 0.0 0.4 0.1 0.0 0.0 0.1 0.0 0.0 LnGrp Delay(d),s/veh 0.6 0.0 1.3 0.0 0.0 0.8 53.7 0.0 0.0 53.9 0.0 0.0 LnGrp LOS A A A A D D Approach Vol, veh/h 1054 1488 3 4 Approach Delay, s/veh 1.2 0.8 53.7 53.9 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 7.0 103.0 7.0 103.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 79.0 19.0 79.0 Max Q Clear Time (g_c+I1), s 2.3 2.0 2.2 2.0 Green Ext Time (p_c), s 0.0 33.7 0.0 33.7 Intersection Summary HCM 2010 Ctrl Delay 1.1 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 85 25 85 Maximum Split (%) 22.7% 77.3% 22.7% 77.3% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 100 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 100 15 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 1222 2 16 847 15 13 2 14 52 1 74 Future Volume (veh/h) 27 1222 2 16 847 15 13 2 14 52 1 74 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 30 1343 2 18 931 16 14 2 1 57 1 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 552 1551 2 397 1523 26 149 20 7 123 6 44 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.07 0.08 0.07 0.07 0.08 0.07 Sat Flow, veh/h 590 1859 3 404 1826 31 1144 247 87 901 73 538 Grp Volume(v), veh/h 30 0 1345 18 0 947 17 0 0 90 0 0 Grp Sat Flow(s),veh/h/ln 590 0 1862 404 0 1857 1479 0 0 1512 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.8 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 7.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.82 0.06 0.63 0.36 Lane Grp Cap(c), veh/h 552 0 1554 397 0 1550 164 0 0 161 0 0 V/C Ratio(X) 0.05 0.00 0.87 0.05 0.00 0.61 0.10 0.00 0.00 0.56 0.00 0.00 Avail Cap(c_a), veh/h 552 0 1554 397 0 1550 272 0 0 273 0 0 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.53 0.00 0.53 0.09 0.00 0.09 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 51.5 0.0 0.0 54.1 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 3.7 0.0 0.0 0.2 0.3 0.0 0.0 3.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 1.6 0.0 0.0 0.1 0.5 0.0 0.0 3.1 0.0 0.0 LnGrp Delay(d),s/veh 0.1 0.0 3.7 0.0 0.0 0.2 51.7 0.0 0.0 57.1 0.0 0.0 LnGrp LOS A A A A D E Approach Vol, veh/h 1375 965 17 90 Approach Delay, s/veh 3.6 0.2 51.7 57.1 Approach LOS A A D E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.9 105.1 14.9 105.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 90.0 18.0 90.0 Max Q Clear Time (g_c+I1), s 9.0 2.0 3.2 2.0 Green Ext Time (p_c), s 0.2 24.4 0.2 24.4 Intersection Summary HCM 2010 Ctrl Delay 4.6 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 24 96 24 96 Maximum Split (%) 20.0% 80.0% 20.0% 80.0% Minimum Split (s) 24 24 24 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 0 24 0 24 End Time (s) 24 0 24 0 Yield/Force Off (s) 18 114 18 114 Yield/Force Off 170(s) 18 104 8 114 Local Start Time (s) 6 30 6 30 Local Yield (s) 24 0 24 0 Local Yield 170(s) 24 110 14 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 114 (95%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 226 641 47 957 000070 308 Future Volume (veh/h) 0 226 641 47 957 000070 308 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1900 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 266 470 55 1126 0 8 0 282 Adj No. of Lanes 011010 011 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 1341 1126 76 1232 0 352 0 328 Arrive On Green 0.00 1.00 1.00 1.00 1.00 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 1863 1583 58 1712 0 1774 0 1583 Grp Volume(v), veh/h 0 266 470 1181 0 0 8 0 282 Grp Sat Flow(s),veh/h/ln 0 1863 1583 1770 0 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 18.9 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 18.9 Prop In Lane 0.00 1.00 0.05 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1341 1126 1293 0 0 352 0 328 V/C Ratio(X) 0.00 0.20 0.42 0.91 0.00 0.00 0.02 0.00 0.86 Avail Cap(c_a), veh/h 0 1341 1126 1293 0 0 564 0 518 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.77 0.77 0.91 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 35.1 0.0 42.1 Incr Delay (d2), s/veh 0.0 0.3 0.9 10.5 0.0 0.0 0.0 0.0 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.3 3.8 0.0 0.0 0.2 0.0 9.1 LnGrp Delay(d),s/veh 0.0 0.3 0.9 10.5 0.0 0.0 35.1 0.0 50.5 LnGrp LOS A A B D D Approach Vol, veh/h 736 1181 290 Approach Delay, s/veh 0.7 10.5 50.1 Approach LOS A B D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 83.2 26.8 83.2 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 65.0 35.0 65.0 Max Q Clear Time (g_c+I1), s 2.0 20.9 2.0 Green Ext Time (p_c), s 13.3 0.9 13.3 Intersection Summary HCM 2010 Ctrl Delay 12.4 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 4 6 8 Movement EBT SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 70 40 70 Maximum Split (%) 63.6% 36.4% 63.6% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 40 0 40 End Time (s) 0 40 0 Yield/Force Off (s) 105 35 105 Yield/Force Off 170(s) 105 35 105 Local Start Time (s) 40 0 40 Local Yield (s) 105 35 105 Local Yield 170(s) 105 35 105 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 451 837 92 701 0000170 177 Future Volume (veh/h) 0 451 837 92 701 0000170 177 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1900 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 501 774 102 779 0 19 0 0 Adj No. of Lanes 011010 011 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 1645 1385 152 1133 0 74 0 79 Arrive On Green 0.00 1.00 1.00 1.00 1.00 0.00 0.05 0.00 0.00 Sat Flow, veh/h 0 1863 1583 135 1283 0 1774 0 1583 Grp Volume(v), veh/h 0 501 774 881 0 0 19 0 0 Grp Sat Flow(s),veh/h/ln 0 1863 1583 1418 0 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 0.0 Prop In Lane 0.00 1.00 0.12 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1645 1385 1274 0 0 74 0 79 V/C Ratio(X) 0.00 0.30 0.56 0.69 0.00 0.00 0.26 0.00 0.00 Avail Cap(c_a), veh/h 0 1645 1385 1274 0 0 370 0 343 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.32 0.32 0.98 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 55.2 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.5 3.0 0.0 0.0 1.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.2 1.1 0.0 0.0 0.6 0.0 0.0 LnGrp Delay(d),s/veh 0.0 0.2 0.5 3.0 0.0 0.0 57.0 0.0 0.0 LnGrp LOS A A A E Approach Vol, veh/h 1275 881 19 Approach Delay, s/veh 0.4 3.0 57.0 Approach LOS A A E Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 110.0 10.0 110.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 85.0 25.0 85.0 Max Q Clear Time (g_c+I1), s 2.0 3.2 2.0 Green Ext Time (p_c), s 16.8 0.0 16.8 Intersection Summary HCM 2010 Ctrl Delay 1.9 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 4 6 8 Movement EBT SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 90 30 90 Maximum Split (%) 75.0% 25.0% 75.0% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 0 30 End Time (s) 0 30 0 Yield/Force Off (s) 115 25 115 Yield/Force Off 170(s) 115 25 115 Local Start Time (s) 30 0 30 Local Yield (s) 115 25 115 Local Yield 170(s) 115 25 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 132 101 0 0 271 14 733 0 27 0 0 0 Future Volume (veh/h) 132 101 0 0 271 14 733 0 27 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1900 1863 0 0 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 148 113 0 0 304 14 824 0 14 Adj No. of Lanes 010010011 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 220022222 Cap, veh/h 276 198 0 0 754 35 888 0 793 Arrive On Green 0.14 0.14 0.00 0.00 0.43 0.42 0.49 0.00 0.50 Sat Flow, veh/h 527 464 0 0 1767 81 1774 0 1583 Grp Volume(v), veh/h 261 0000 318 824014 Grp Sat Flow(s),veh/h/ln 991 0000 1848 1774 0 1583 Q Serve(g_s), s 19.0 0.0 0.0 0.0 0.0 13.1 47.8 0.0 0.5 Cycle Q Clear(g_c), s 32.1 0.0 0.0 0.0 0.0 13.1 47.8 0.0 0.5 Prop In Lane 0.57 0.00 0.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 465 0000 789 8880 793 V/C Ratio(X) 0.56 0.00 0.00 0.00 0.00 0.40 0.93 0.00 0.02 Avail Cap(c_a), veh/h 465 0000 789 9840 878 HCM Platoon Ratio 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.58 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 45.1 0.0 0.0 0.0 0.0 21.9 26.1 0.0 13.8 Incr Delay (d2), s/veh 2.9 0.0 0.0 0.0 0.0 1.5 13.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.1 0.0 0.0 0.0 0.0 7.1 26.5 0.0 0.2 LnGrp Delay(d),s/veh 47.9 0.0 0.0 0.0 0.0 23.4 39.8 0.0 13.8 LnGrp LOS D C D B Approach Vol, veh/h 261 318 838 Approach Delay, s/veh 47.9 23.4 39.3 Approach LOS D C D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 50.9 59.1 50.9 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 60.0 40.0 Max Q Clear Time (g_c+I1), s 34.1 49.8 15.1 Green Ext Time (p_c), s 1.8 4.3 3.8 Intersection Summary HCM 2010 Ctrl Delay 37.3 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb am.syn Phase Number 4 6 8 Movement EBTL NBTL WBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 45 65 45 Maximum Split (%) 40.9% 59.1% 40.9% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 65 0 65 End Time (s) 0 65 0 Yield/Force Off (s) 105 60 105 Yield/Force Off 170(s) 105 60 105 Local Start Time (s) 65 0 65 Local Yield (s) 105 60 105 Local Yield 170(s) 105 60 105 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Short Bkgrd PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 194 274 0 0 175 16 618 0 62 0 0 0 Future Volume (veh/h) 194 274 0 0 175 16 618 0 62 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1900 1863 0 0 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 223 315 0 0 201 15 710 0 25 Adj No. of Lanes 010010011 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 220022222 Cap, veh/h 312 394 0 0 862 64 763 0 681 Arrive On Green 0.16 0.17 0.00 0.00 0.50 0.50 0.42 0.00 0.43 Sat Flow, veh/h 535 782 0 0 1712 128 1774 0 1583 Grp Volume(v), veh/h 538 0000 216 710025 Grp Sat Flow(s),veh/h/ln 1317 0000 1840 1774 0 1583 Q Serve(g_s), s 41.0 0.0 0.0 0.0 0.0 7.9 45.7 0.0 1.1 Cycle Q Clear(g_c), s 49.0 0.0 0.0 0.0 0.0 7.9 45.7 0.0 1.1 Prop In Lane 0.41 0.00 0.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 694 0000 926 7630 681 V/C Ratio(X) 0.77 0.00 0.00 0.00 0.00 0.23 0.93 0.00 0.04 Avail Cap(c_a), veh/h 694 0000 926 8280 739 HCM Platoon Ratio 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.22 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.5 0.0 0.0 0.0 0.0 16.8 33.0 0.0 19.8 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.0 0.0 0.6 16.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 18.1 0.0 0.0 0.0 0.0 4.2 25.8 0.0 0.5 LnGrp Delay(d),s/veh 50.4 0.0 0.0 0.0 0.0 17.4 49.2 0.0 19.8 LnGrp LOS D B D B Approach Vol, veh/h 538 216 735 Approach Delay, s/veh 50.4 17.4 48.2 Approach LOS D B D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 64.4 55.6 64.4 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 55.0 55.0 55.0 Max Q Clear Time (g_c+I1), s 51.0 47.7 9.9 Green Ext Time (p_c), s 1.8 2.9 5.8 Intersection Summary HCM 2010 Ctrl Delay 44.5 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates sb pm.syn Phase Number 4 6 8 Movement EBTL NBTL WBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 60 60 60 Maximum Split (%) 50.0% 50.0% 50.0% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 60 0 60 End Time (s) 0 60 0 Yield/Force Off (s) 115 55 115 Yield/Force Off 170(s) 115 55 115 Local Start Time (s) 60 0 60 Local Yield (s) 115 55 115 Local Yield 170(s) 115 55 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road APPENDIX E HCM 2010 Signalized Intersection Summary Long Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 1070 10 5 1555 30 5 5 5 40 10 60 Future Volume (veh/h) 25 1070 10 5 1555 30 5 5 5 40 10 60 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 26 1126 11 5 1637 27 5 5 1 42 11 7 Adj No. of Lanes 120121010011 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 317 3230 32 457 3060 1314 55 43 5 121 18 82 Arrive On Green 0.86 0.86 0.86 1.00 1.00 1.00 0.04 0.05 0.04 0.04 0.05 0.05 Sat Flow, veh/h 297 3735 36 493 3539 1520 219 827 105 1292 338 1583 Grp Volume(v), veh/h 26 555 582 5 1637 27 11 0 0 53 0 7 Grp Sat Flow(s),veh/h/ln 297 1840 1931 493 1770 1520 1151 0 0 1630 0 1583 Q Serve(g_s), s 1.6 7.0 7.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 Cycle Q Clear(g_c), s 1.6 7.0 7.0 7.1 0.0 0.0 3.7 0.0 0.0 3.6 0.0 0.5 Prop In Lane 1.00 0.02 1.00 1.00 0.45 0.09 0.79 1.00 Lane Grp Cap(c), veh/h 317 1591 1670 457 3060 1314 94 0 0 125 0 82 V/C Ratio(X) 0.08 0.35 0.35 0.01 0.53 0.02 0.12 0.00 0.00 0.42 0.00 0.09 Avail Cap(c_a), veh/h 317 1591 1670 457 3060 1314 276 0 0 288 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.81 0.81 0.81 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 1.2 1.6 1.6 0.2 0.0 0.0 54.5 0.0 0.0 56.0 0.0 54.2 Incr Delay (d2), s/veh 0.5 0.6 0.6 0.0 0.5 0.0 0.6 0.0 0.0 2.3 0.0 0.4 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 3.7 3.8 0.0 0.2 0.0 0.4 0.0 0.0 1.8 0.0 0.2 LnGrp Delay(d),s/veh 1.7 2.2 2.1 0.3 0.5 0.0 55.1 0.0 0.0 58.3 0.0 54.6 LnGrp LOS AAAAAAE E D Approach Vol, veh/h 1163 1669 11 60 Approach Delay, s/veh 2.2 0.5 55.1 57.9 Approach LOS AAEE Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 11.2 108.8 11.2 108.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 5.6 9.0 5.7 9.1 Green Ext Time (p_c), s 0.1 23.4 0.1 23.4 Intersection Summary HCM 2010 Ctrl Delay 2.6 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 1530 20 5 1160 80 5 5 5 45 10 85 Future Volume (veh/h) 130 1530 20 5 1160 80 5 5 5 45 10 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 137 1611 20 5 1221 68 5 5 1 47 11 5 Adj No. of Lanes 120121010011 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 427 3202 40 291 3043 1307 55 44 5 127 17 90 Arrive On Green 0.86 0.86 0.85 1.00 1.00 1.00 0.05 0.06 0.05 0.05 0.06 0.06 Sat Flow, veh/h 427 3723 46 307 3539 1520 199 769 97 1272 298 1583 Grp Volume(v), veh/h 137 796 835 5 1221 68 11 0 0 58 0 5 Grp Sat Flow(s),veh/h/ln 427 1840 1929 307 1770 1520 1064 0 0 1570 0 1583 Q Serve(g_s), s 8.0 12.8 12.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 Cycle Q Clear(g_c), s 8.0 12.8 12.9 13.1 0.0 0.0 4.2 0.0 0.0 4.2 0.0 0.4 Prop In Lane 1.00 0.02 1.00 1.00 0.45 0.09 0.81 1.00 Lane Grp Cap(c), veh/h 427 1583 1659 291 3043 1307 95 0 0 130 0 90 V/C Ratio(X) 0.32 0.50 0.50 0.02 0.40 0.05 0.12 0.00 0.00 0.45 0.00 0.06 Avail Cap(c_a), veh/h 427 1583 1659 291 3043 1307 270 0 0 286 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.92 0.92 0.92 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 1.7 2.1 2.1 0.8 0.0 0.0 54.0 0.0 0.0 55.8 0.0 53.6 Incr Delay (d2), s/veh 2.0 1.1 1.1 0.1 0.4 0.1 0.5 0.0 0.0 2.4 0.0 0.3 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 1.1 6.9 7.2 0.0 0.2 0.0 0.4 0.0 0.0 2.0 0.0 0.2 LnGrp Delay(d),s/veh 3.7 3.2 3.2 0.9 0.4 0.1 54.5 0.0 0.0 58.1 0.0 53.8 LnGrp LOS AAAAAAD E D Approach Vol, veh/h 1768 1294 11 63 Approach Delay, s/veh 3.2 0.3 54.5 57.8 Approach LOS A A D E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 11.8 108.2 11.8 108.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 6.2 14.9 6.2 15.1 Green Ext Time (p_c), s 0.1 29.6 0.1 29.6 Intersection Summary HCM 2010 Ctrl Delay 3.3 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 1055 5 20 1520 35 5 5 25 5 5 15 Future Volume (veh/h) 60 1055 5 20 1520 35 5 5 25 5 5 15 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1900 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 63 1111 5 21 1600 36 551550 Adj No. of Lanes 120120010011 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 364 3052 14 511 2954 66 66 22 4 69 24 46 Arrive On Green 0.06 1.00 1.00 0.04 1.00 1.00 0.02 0.03 0.02 0.03 0.03 0.00 Sat Flow, veh/h 1774 3613 16 1774 3539 79 753 753 151 823 823 1583 Grp Volume(v), veh/h 63 544 572 21 799 837 11 0 0 10 0 0 Grp Sat Flow(s),veh/h/ln 1774 1770 1860 1774 1770 1849 1657 0 0 1646 0 1583 Q Serve(g_s), s 0.6 0.0 0.0 0.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.6 0.0 0.0 0.2 0.0 0.0 0.7 0.0 0.0 0.6 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.04 0.45 0.09 0.50 1.00 Lane Grp Cap(c), veh/h 364 1495 1571 511 1477 1543 78 0 0 93 0 46 V/C Ratio(X) 0.17 0.36 0.36 0.04 0.54 0.54 0.14 0.00 0.00 0.11 0.00 0.00 Avail Cap(c_a), veh/h 433 1495 1571 524 1477 1543 192 0 0 206 0 158 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 0.76 0.76 0.76 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.1 0.0 0.0 1.3 0.0 0.0 57.1 0.0 0.0 56.8 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.6 0.6 0.0 1.1 1.0 0.8 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.3 0.3 0.1 0.4 0.4 0.4 0.0 0.0 0.3 0.0 0.0 LnGrp Delay(d),s/veh 1.3 0.6 0.6 1.3 1.1 1.0 58.0 0.0 0.0 57.3 0.0 0.0 LnGrp LOS AAAAAAE E Approach Vol, veh/h 1179 1657 11 10 Approach Delay, s/veh 0.7 1.1 58.0 57.3 Approach LOS AAEE Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 8.5 5.1 106.4 8.5 6.3 105.2 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 11.0 2.0 91.0 11.0 7.0 86.0 Max Q Clear Time (g_c+I1), s 2.6 2.2 2.0 2.7 2.6 2.0 Green Ext Time (p_c), s 0.0 0.0 19.6 0.0 0.0 19.5 Intersection Summary HCM 2010 Ctrl Delay 1.3 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 17 6 97 17 11 92 Maximum Split (%) 14.2% 5.0% 80.8% 14.2% 9.2% 76.7% Minimum Split (s) 15 6 15 15 6 15 Yellow Time (s) 4 3 4.5 4 3 4.5 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 525525 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 23 29 6 23 34 End Time (s) 23 29 6 23 34 6 Yield/Force Off (s) 17 25 0 17 30 0 Yield/Force Off 170(s) 17 25 0 17 30 0 Local Start Time (s) 6 23 29 6 23 34 Local Yield (s) 17 25 0 17 30 0 Local Yield 170(s) 17 25 0 17 30 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 1515 5 20 1050 20 5 5 20 65 5 90 Future Volume (veh/h) 35 1515 5 20 1050 20 5 5 20 65 5 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1900 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 37 1595 5 21 1105 20 5 5 1 68 5 0 Adj No. of Lanes 120120010011 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 499 2909 9 344 2841 51 83 73 11 153 7 111 Arrive On Green 0.05 1.00 1.00 0.04 1.00 1.00 0.06 0.07 0.06 0.07 0.07 0.00 Sat Flow, veh/h 1774 3619 11 1774 3557 64 567 1050 162 1357 100 1583 Grp Volume(v), veh/h 37 780 820 21 550 575 11 0 0 73 0 0 Grp Sat Flow(s),veh/h/ln 1774 1770 1861 1774 1770 1851 1778 0 0 1457 0 1583 Q Serve(g_s), s 0.5 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 5.2 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 0.0 0.3 0.0 0.0 0.7 0.0 0.0 5.8 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.03 0.45 0.09 0.93 1.00 Lane Grp Cap(c), veh/h 499 1422 1496 344 1413 1479 153 0 0 160 0 111 V/C Ratio(X) 0.07 0.55 0.55 0.06 0.39 0.39 0.07 0.00 0.00 0.46 0.00 0.00 Avail Cap(c_a), veh/h 576 1422 1496 357 1413 1479 201 0 0 203 0 158 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.83 0.83 0.83 0.92 0.92 0.92 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.9 0.0 0.0 2.0 0.0 0.0 52.5 0.0 0.0 54.5 0.0 0.0 Incr Delay (d2), s/veh 0.1 1.3 1.2 0.1 0.7 0.7 0.2 0.0 0.0 2.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.5 0.5 0.1 0.3 0.3 0.4 0.0 0.0 2.5 0.0 0.0 LnGrp Delay(d),s/veh 2.0 1.3 1.2 2.1 0.7 0.7 52.7 0.0 0.0 56.6 0.0 0.0 LnGrp LOS AAAAAAD E Approach Vol, veh/h 1637 1146 11 73 Approach Delay, s/veh 1.3 0.8 52.7 56.6 Approach LOS A A D E Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 13.4 5.1 101.5 13.4 5.8 100.8 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 11.0 2.0 91.0 11.0 7.0 86.0 Max Q Clear Time (g_c+I1), s 7.8 2.3 2.0 2.7 2.5 2.0 Green Ext Time (p_c), s 0.0 0.0 19.0 0.1 0.0 18.9 Intersection Summary HCM 2010 Ctrl Delay 2.7 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 17 6 97 17 11 92 Maximum Split (%) 14.2% 5.0% 80.8% 14.2% 9.2% 76.7% Minimum Split (s) 15 6 15 15 6 15 Yellow Time (s) 4 3 4.5 4 3 4.5 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 525525 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 23 29 6 23 34 End Time (s) 23 29 6 23 34 6 Yield/Force Off (s) 17 25 0 17 30 0 Yield/Force Off 170(s) 17 25 0 17 30 0 Local Start Time (s) 6 23 29 6 23 34 Local Yield (s) 17 25 0 17 30 0 Local Yield 170(s) 17 25 0 17 30 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 285 800 60 1190 0000150 385 Future Volume (veh/h) 0 285 800 60 1190 0000150 385 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1863 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 300 497 63 1253 0 16 0 348 Adj No. of Lanes 021120 011 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 2212 990 540 2434 0 436 0 389 Arrive On Green 0.00 0.83 0.83 0.08 1.00 0.00 0.25 0.00 0.25 Sat Flow, veh/h 0 3632 1583 1774 3632 0 1774 0 1583 Grp Volume(v), veh/h 0 300 497 63 1253 0 16 0 348 Grp Sat Flow(s),veh/h/ln 0 1770 1583 1774 1770 0 1774 0 1583 Q Serve(g_s), s 0.0 1.9 10.9 1.4 0.0 0.0 0.8 0.0 25.5 Cycle Q Clear(g_c), s 0.0 1.9 10.9 1.4 0.0 0.0 0.8 0.0 25.5 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2212 990 540 2434 0 436 0 389 V/C Ratio(X) 0.00 0.14 0.50 0.12 0.51 0.00 0.04 0.00 0.89 Avail Cap(c_a), veh/h 0 2212 990 547 2434 0 562 0 501 HCM Platoon Ratio 1.00 1.33 1.33 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.94 0.94 0.72 0.72 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.0 4.7 6.2 0.0 0.0 34.4 0.0 43.7 Incr Delay (d2), s/veh 0.0 0.1 1.7 0.1 0.6 0.0 0.0 0.0 15.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.9 5.1 0.7 0.2 0.0 0.4 0.0 12.8 LnGrp Delay(d),s/veh 0.0 4.1 6.4 6.3 0.6 0.0 34.5 0.0 59.1 LnGrp LOS AAAA C E Approach Vol, veh/h 797 1316 364 Approach Delay, s/veh 5.5 0.8 58.1 Approach LOS A A E Timer 12345678 Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 7.5 79.0 33.5 86.5 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 4.0 65.0 37.0 73.0 Max Q Clear Time (g_c+I1), s 3.4 12.9 27.5 2.0 Green Ext Time (p_c), s 0.0 12.1 1.0 12.4 Intersection Summary HCM 2010 Ctrl Delay 10.8 HCM 2010 LOS B Timing Report, Sorted By Phase Long Bkgrd AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 3468 Movement WBL EBT SBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max Min C-Max Maximum Split (s) 8 70 42 78 Maximum Split (%) 6.7% 58.3% 35.0% 65.0% Minimum Split (s) 8 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 1222 Minimum Initial (s) 4555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 42 50 0 42 End Time (s) 50 0 42 0 Yield/Force Off (s) 46 115 37 115 Yield/Force Off 170(s) 46 115 37 115 Local Start Time (s) 42 50 0 42 Local Yield (s) 46 115 37 115 Local Yield 170(s) 46 115 37 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 560 1040 115 865 0000250 225 Future Volume (veh/h) 0 560 1040 115 865 0000250 225 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1863 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 589 797 121 911 0 26 0 91 Adj No. of Lanes 021120 011 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 2771 1240 437 3005 0 150 0 133 Arrive On Green 0.00 1.00 1.00 0.08 1.00 0.00 0.08 0.00 0.08 Sat Flow, veh/h 0 3632 1583 1774 3632 0 1774 0 1583 Grp Volume(v), veh/h 0 589 797 121 911 0 26 0 91 Grp Sat Flow(s),veh/h/ln 0 1770 1583 1774 1770 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 1.4 0.0 0.0 1.6 0.0 6.7 Cycle Q Clear(g_c), s 0.0 0.0 0.0 1.4 0.0 0.0 1.6 0.0 6.7 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2771 1240 437 3005 0 150 0 133 V/C Ratio(X) 0.00 0.21 0.64 0.28 0.30 0.00 0.17 0.00 0.68 Avail Cap(c_a), veh/h 0 2771 1240 438 3005 0 562 0 501 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.80 0.80 0.74 0.74 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 1.6 0.0 0.0 51.1 0.0 53.4 Incr Delay (d2), s/veh 0.0 0.1 2.1 0.3 0.2 0.0 0.5 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.7 0.7 0.1 0.0 0.8 0.0 3.2 LnGrp Delay(d),s/veh 0.0 0.1 2.1 1.8 0.2 0.0 51.6 0.0 59.4 LnGrp LOS AAAA D E Approach Vol, veh/h 1386 1032 117 Approach Delay, s/veh 1.2 0.4 57.6 Approach LOS A A E Timer 12345678 Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 7.9 98.0 14.1 105.9 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 4.0 65.0 37.0 73.0 Max Q Clear Time (g_c+I1), s 3.4 2.0 8.7 2.0 Green Ext Time (p_c), s 0.0 15.1 0.4 15.3 Intersection Summary HCM 2010 Ctrl Delay 3.5 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 3468 Movement WBL EBT SBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max Min C-Max Maximum Split (s) 8 70 42 78 Maximum Split (%) 6.7% 58.3% 35.0% 65.0% Minimum Split (s) 8 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 1222 Minimum Initial (s) 4555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 42 50 0 42 End Time (s) 50 0 42 0 Yield/Force Off (s) 46 115 37 115 Yield/Force Off 170(s) 46 115 37 115 Local Start Time (s) 42 50 0 42 Local Yield (s) 46 115 37 115 Local Yield 170(s) 46 115 37 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 160 140 0 0 340 20 910 0 35 0 0 0 Future Volume (veh/h) 160 140 0 0 340 20 910 0 35 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 168 147 0 0 358 18 958 0 0 Adj No. of Lanes 120020201 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 220022222 Cap, veh/h 633 2199 0 0 1807 91 1078 0 494 Arrive On Green 0.10 1.00 0.00 0.00 0.53 0.52 0.30 0.00 0.00 Sat Flow, veh/h 1774 3632 0 0 3523 172 3548 0 1583 Grp Volume(v), veh/h 168 147 0 0 184 192 958 0 0 Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1832 1774 0 1583 Q Serve(g_s), s 5.2 0.0 0.0 0.0 6.6 6.6 30.9 0.0 0.0 Cycle Q Clear(g_c), s 5.2 0.0 0.0 0.0 6.6 6.6 30.9 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 633 2199 0 0 932 965 1078 0 494 V/C Ratio(X) 0.27 0.07 0.00 0.00 0.20 0.20 0.89 0.00 0.00 Avail Cap(c_a), veh/h 687 2199 0 0 932 965 1449 0 660 HCM Platoon Ratio 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 10.7 0.0 0.0 0.0 15.0 15.0 39.8 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.1 0.0 0.0 0.5 0.5 5.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 0.0 0.0 3.3 3.5 16.0 0.0 0.0 LnGrp Delay(d),s/veh 10.9 0.1 0.0 0.0 15.5 15.5 45.5 0.0 0.0 LnGrp LOS B A B B D Approach Vol, veh/h 315 376 958 Approach Delay, s/veh 5.9 15.5 45.5 Approach LOS A B D Timer 12345678 Assigned Phs 4 6 7 8 Phs Duration (G+Y+Rc), s 78.6 41.4 11.3 67.2 Change Period (Y+Rc), s 5.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 61.0 49.0 11.0 46.0 Max Q Clear Time (g_c+I1), s 2.0 32.9 7.2 8.6 Green Ext Time (p_c), s 3.4 3.5 0.1 3.3 Intersection Summary HCM 2010 Ctrl Delay 31.1 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Long Bkgrd AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lb am.syn Phase Number 4678 Movement EBTL NBTL EBL WBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode C-Max Min None C-Max Maximum Split (s) 66 54 15 51 Maximum Split (%) 55.0% 45.0% 12.5% 42.5% Minimum Split (s) 15 15 9.5 15 Yellow Time (s) 3333 All-Red Time (s) 2212 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 54 0 54 69 End Time (s) 0 54 69 0 Yield/Force Off (s) 115 49 65 115 Yield/Force Off 170(s) 115 49 65 115 Local Start Time (s) 54 0 54 69 Local Yield (s) 115 49 65 115 Local Yield 170(s) 115 49 65 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Long Bkgrd PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 345 0 0 215 20 765 0 80 0 0 0 Future Volume (veh/h) 240 345 0 0 215 20 765 0 80 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 253 363 0 0 226 16 805 0 24 Adj No. of Lanes 120020201 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 220022222 Cap, veh/h 782 2353 0 0 1841 129 923 0 425 Arrive On Green 0.17 1.00 0.00 0.00 0.55 0.54 0.26 0.00 0.27 Sat Flow, veh/h 1774 3632 0 0 3448 236 3548 0 1583 Grp Volume(v), veh/h 253 363 0 0 118 124 805 0 24 Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1821 1774 0 1583 Q Serve(g_s), s 7.8 0.0 0.0 0.0 3.9 3.9 26.1 0.0 1.4 Cycle Q Clear(g_c), s 7.8 0.0 0.0 0.0 3.9 3.9 26.1 0.0 1.4 Prop In Lane 1.00 0.00 0.00 0.13 1.00 1.00 Lane Grp Cap(c), veh/h 782 2353 0 0 971 999 923 0 425 V/C Ratio(X) 0.32 0.15 0.00 0.00 0.12 0.12 0.87 0.00 0.06 Avail Cap(c_a), veh/h 798 2353 0 0 971 999 1449 0 660 HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 8.5 0.0 0.0 0.0 13.1 13.1 42.5 0.0 32.6 Incr Delay (d2), s/veh 0.2 0.1 0.0 0.0 0.3 0.3 3.8 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.0 0.0 0.0 2.0 2.1 13.2 0.0 1.4 LnGrp Delay(d),s/veh 8.8 0.1 0.0 0.0 13.3 13.4 46.3 0.0 32.7 LnGrp LOS A A B B D C Approach Vol, veh/h 616 242 829 Approach Delay, s/veh 3.7 13.4 45.9 Approach LOS A B D Timer 12345678 Assigned Phs 4 6 7 8 Phs Duration (G+Y+Rc), s 83.8 36.2 13.9 69.9 Change Period (Y+Rc), s 5.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 61.0 49.0 11.0 46.0 Max Q Clear Time (g_c+I1), s 2.0 28.1 9.8 5.9 Green Ext Time (p_c), s 4.1 3.2 0.1 4.1 Intersection Summary HCM 2010 Ctrl Delay 25.8 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Long Bkgrd PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lb pm.syn Phase Number 4678 Movement EBTL NBTL EBL WBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode C-Max Min None C-Max Maximum Split (s) 66 54 15 51 Maximum Split (%) 55.0% 45.0% 12.5% 42.5% Minimum Split (s) 15 15 9.5 15 Yellow Time (s) 3333 All-Red Time (s) 2212 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 54 0 54 69 End Time (s) 0 54 69 0 Yield/Force Off (s) 115 49 65 115 Yield/Force Off 170(s) 115 49 65 115 Local Start Time (s) 54 0 54 69 Local Yield (s) 115 49 65 115 Local Yield 170(s) 115 49 65 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road APPENDIX F HCM 2010 Signalized Intersection Summary Short Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 884 8 0 1314 40 0 0 1 45 6 48 Future Volume (veh/h) 21 884 8 0 1314 40 0 0 1 45 6 48 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 24 1005 9 0 1493 38 0 0 0 51 7 0 Adj No. of Lanes 110111010011 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 350 1645 15 60 1599 1305 0 109 0 128 10 92 Arrive On Green 0.86 0.86 0.86 0.00 1.00 1.00 0.00 0.00 0.00 0.05 0.06 0.00 Sat Flow, veh/h 338 1917 17 554 1863 1520 0 1863 0 1228 168 1583 Grp Volume(v), veh/h 24 0 1014 0 1493 38 0 0 0 58 0 0 Grp Sat Flow(s),veh/h/ln 338 0 1934 554 1863 1520 0 1863 0 1396 0 1583 Q Serve(g_s), s 1.3 0.0 18.7 0.0 0.0 0.0 0.0 0.0 0.0 4.9 0.0 0.0 Cycle Q Clear(g_c), s 1.3 0.0 18.7 0.0 0.0 0.0 0.0 0.0 0.0 4.9 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 0.00 0.00 0.88 1.00 Lane Grp Cap(c), veh/h 350 0 1660 60 1599 1305 0 109 0 126 0 92 V/C Ratio(X) 0.07 0.00 0.61 0.00 0.93 0.03 0.00 0.00 0.00 0.46 0.00 0.00 Avail Cap(c_a), veh/h 350 0 1660 60 1599 1305 0 310 0 277 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.3 0.0 2.5 0.0 0.0 0.0 0.0 0.0 0.0 56.0 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 1.7 0.0 11.5 0.0 0.0 0.0 0.0 2.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 10.4 0.0 5.1 0.0 0.0 0.0 0.0 2.0 0.0 0.0 LnGrp Delay(d),s/veh 1.7 0.0 4.2 0.0 11.5 0.0 0.0 0.0 0.0 58.6 0.0 0.0 LnGrp LOS A A B A E Approach Vol, veh/h 1038 1531 0 58 Approach Delay, s/veh 4.2 11.2 0.0 58.6 Approach LOS A B E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 12.0 108.0 12.0 108.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 6.9 20.7 0.0 2.0 Green Ext Time (p_c), s 0.1 29.8 0.0 32.1 Intersection Summary HCM 2010 Ctrl Delay 9.5 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Short Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 1320 13 1 955 73 1 1 1 54 5 68 Future Volume (veh/h) 105 1320 13 1 955 73 1 1 1 54 5 68 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 115 1451 14 1 1049 62 1 1 0 59 5 1 Adj No. of Lanes 110111010011 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 491 1633 16 201 1588 1283 55 42 0 141 7 101 Arrive On Green 0.85 0.85 0.84 1.00 1.00 1.00 0.06 0.06 0.00 0.06 0.06 0.06 Sat Flow, veh/h 505 1916 18 360 1863 1520 155 657 0 1293 110 1583 Grp Volume(v), veh/h 115 0 1465 1 1049 62 2 0 0 64 0 1 Grp Sat Flow(s),veh/h/ln 505 0 1934 360 1863 1520 812 0 0 1402 0 1583 Q Serve(g_s), s 5.2 0.0 55.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 5.2 0.0 55.3 55.5 0.0 0.0 5.4 0.0 0.0 5.4 0.0 0.1 Prop In Lane 1.00 0.01 1.00 1.00 0.50 0.00 0.92 1.00 Lane Grp Cap(c), veh/h 491 0 1649 201 1588 1283 90 0 0 136 0 101 V/C Ratio(X) 0.23 0.00 0.89 0.00 0.66 0.05 0.02 0.00 0.00 0.47 0.00 0.01 Avail Cap(c_a), veh/h 491 0 1649 201 1588 1283 255 0 0 277 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 1.7 0.0 5.4 15.0 0.0 0.0 52.9 0.0 0.0 55.5 0.0 52.6 Incr Delay (d2), s/veh 1.1 0.0 7.6 0.0 2.2 0.1 0.1 0.0 0.0 2.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 31.5 0.0 1.0 0.0 0.1 0.0 0.0 2.2 0.0 0.0 LnGrp Delay(d),s/veh 2.8 0.0 12.9 15.0 2.2 0.1 53.0 0.0 0.0 58.1 0.0 52.6 LnGrp LOS A BBAAD E D Approach Vol, veh/h 1580 1112 2 65 Approach Delay, s/veh 12.2 2.1 53.0 58.0 Approach LOS B A D E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 12.7 107.3 12.7 107.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 7.4 57.3 7.4 57.5 Green Ext Time (p_c), s 0.1 21.5 0.1 21.4 Intersection Summary HCM 2010 Ctrl Delay 9.2 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 TWSC Short Total AM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 17 913 1264 16 0 90 Future Vol, veh/h 17 913 1264 16 0 90 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 200 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 1074 1487 19 0 106 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1487 0 - 0 2601 1487 Stage 1 - - - - 1487 - Stage 2 - - - - 1114 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 452 - - - 27 153 Stage 1 - - - - 207 - Stage 2 - - - - 314 - Platoon blocked, % - - - Mov Cap-1 Maneuver 452 - - - 26 153 Mov Cap-2 Maneuver - - - - 26 - Stage 1 - - - - 207 - Stage 2 - - - - 300 - Approach EB WB SB HCM Control Delay, s 0.2 0 69.4 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 452 - - - 153 HCM Lane V/C Ratio 0.044 - - - 0.692 HCM Control Delay (s) 13.3 - - - 69.4 HCM Lane LOS B - - - F HCM 95th %tile Q(veh) 0.1 - - - 4 Lanes and Geometrics Short Total AM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 200 0 0 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1863 1583 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1863 1583 0 1611 Link Speed (mph) 35 45 30 Link Distance (ft) 830 1084 326 Travel Time (s) 16.2 16.4 7.4 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 66 1309 978 66 0 51 Future Vol, veh/h 66 1309 978 66 0 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 200 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 72 1423 1063 72 0 55 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1063 0 - 0 2629 1063 Stage 1 - - - - 1063 - Stage 2 - - - - 1566 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 655 - - - 26 271 Stage 1 - - - - 332 - Stage 2 - - - - 189 - Platoon blocked, % - - - Mov Cap-1 Maneuver 655 - - - 23 271 Mov Cap-2 Maneuver - - - - 23 - Stage 1 - - - - 332 - Stage 2 - - - - 168 - Approach EB WB SB HCM Control Delay, s 0.5 0 21.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 655 - - - 271 HCM Lane V/C Ratio 0.11 - - - 0.205 HCM Control Delay (s) 11.2 - - - 21.7 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.4 - - - 0.8 Lanes and Geometrics Short Total PM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 200 0 0 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 1863 1863 1583 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 1863 1863 1583 0 1611 Link Speed (mph) 35 45 30 Link Distance (ft) 830 1084 326 Travel Time (s) 16.2 16.4 7.4 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Short Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 845 3 17 1236 94 2 1 19 181 0 62 Future Volume (veh/h) 75 845 3 17 1236 94 2 1 19 181 0 62 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 88 994 4 20 1454 86 2 1 0 213 0 0 Adj No. of Lanes 110111010011 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 367 1466 6 531 1459 1240 139 62 0 178 0 132 Arrive On Green 0.05 1.00 1.00 0.04 1.00 1.00 0.08 0.08 0.00 0.08 0.00 0.00 Sat Flow, veh/h 1774 1854 7 1774 1863 1583 1069 740 0 1418 0 1583 Grp Volume(v), veh/h 88 0 998 20 1454 86 3 0 0 213 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1861 1774 1863 1583 1809 0 0 1418 0 1583 Q Serve(g_s), s 1.2 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 8.8 0.0 0.0 Cycle Q Clear(g_c), s 1.2 0.0 0.0 0.3 0.0 0.0 0.2 0.0 0.0 9.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 1.00 0.67 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 367 0 1472 531 1459 1240 186 0 0 166 0 132 V/C Ratio(X) 0.24 0.00 0.68 0.04 1.00 0.07 0.02 0.00 0.00 1.28 0.00 0.00 Avail Cap(c_a), veh/h 367 0 1472 545 1459 1240 186 0 0 166 0 132 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.23 0.23 0.23 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 2.3 0.0 0.0 2.4 0.0 0.0 50.8 0.0 0.0 56.6 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 2.5 0.0 10.4 0.0 0.0 0.0 0.0 164.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 1.0 0.1 4.2 0.0 0.1 0.0 0.0 13.1 0.0 0.0 LnGrp Delay(d),s/veh 2.6 0.0 2.5 2.4 10.4 0.0 50.8 0.0 0.0 220.9 0.0 0.0 LnGrp LOS A AABAD F Approach Vol, veh/h 1086 1560 3 213 Approach Delay, s/veh 2.5 9.7 50.8 220.9 Approach LOS A A D F Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 15.0 5.1 99.9 15.0 6.0 99.0 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 9.0 2.0 93.0 9.0 2.0 93.0 Max Q Clear Time (g_c+I1), s 11.0 2.3 2.0 2.2 3.2 2.0 Green Ext Time (p_c), s 0.0 0.0 30.9 0.3 0.0 30.9 Intersection Summary HCM 2010 Ctrl Delay 22.8 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st am.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 15 6 99 15 6 99 Maximum Split (%) 12.5% 5.0% 82.5% 12.5% 5.0% 82.5% Minimum Split (s) 15 6 15 15 6 15 Yellow Time (s) 4 3 4.5 4 3 4.5 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 525525 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 21 27 6 21 27 End Time (s) 21 27 6 21 27 6 Yield/Force Off (s) 15 23 0 15 23 0 Yield/Force Off 170(s) 15 23 0 15 23 0 Local Start Time (s) 6 21 27 6 21 27 Local Yield (s) 15 23 0 15 23 0 Local Yield 170(s) 15 23 0 15 23 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Short Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 1222 2 16 908 150 13 2 14 189 1 113 Future Volume (veh/h) 105 1222 2 16 908 150 13 2 14 189 1 113 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1900 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 115 1343 2 18 998 117 14 2 1 208 1 6 Adj No. of Lanes 110111010011 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 465 1347 2 380 1335 1122 63 8 1 289 1 224 Arrive On Green 0.05 1.00 1.00 0.03 1.00 1.00 0.14 0.15 0.14 0.14 0.15 0.14 Sat Flow, veh/h 1774 1859 3 1774 1863 1583 55 52 7 1528 7 1583 Grp Volume(v), veh/h 115 0 1345 18 998 117 17 0 0 209 0 6 Grp Sat Flow(s),veh/h/ln 1774 0 1862 1774 1863 1583 113 0 0 1536 0 1583 Q Serve(g_s), s 2.2 0.0 0.0 0.3 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.4 Cycle Q Clear(g_c), s 2.2 0.0 0.0 0.3 0.0 0.0 17.0 0.0 0.0 16.2 0.0 0.4 Prop In Lane 1.00 0.00 1.00 1.00 0.82 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 465 0 1349 380 1335 1122 71 0 0 277 0 224 V/C Ratio(X) 0.25 0.00 1.00 0.05 0.75 0.10 0.24 0.00 0.00 0.75 0.00 0.03 Avail Cap(c_a), veh/h 465 0 1349 394 1335 1122 71 0 0 277 0 224 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.61 0.61 0.61 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 4.2 0.0 0.0 4.2 0.0 0.0 52.8 0.0 0.0 50.7 0.0 44.4 Incr Delay (d2), s/veh 0.3 0.0 23.7 0.0 2.4 0.1 1.7 0.0 0.0 11.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 8.9 0.2 0.9 0.0 0.6 0.0 0.0 7.8 0.0 0.2 LnGrp Delay(d),s/veh 4.5 0.0 23.7 4.3 2.4 0.1 54.5 0.0 0.0 61.8 0.0 44.4 LnGrp LOS A C A A A D E D Approach Vol, veh/h 1460 1133 17 215 Approach Delay, s/veh 22.2 2.2 54.5 61.3 Approach LOS C A D E Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 23.0 5.0 92.0 23.0 6.0 91.0 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 17.0 2.0 85.0 17.0 2.0 85.0 Max Q Clear Time (g_c+I1), s 18.2 2.3 2.0 19.0 4.2 2.0 Green Ext Time (p_c), s 0.0 0.0 25.0 0.0 0.0 25.0 Intersection Summary HCM 2010 Ctrl Delay 17.4 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max Maximum Split (s) 23 6 91 23 6 91 Maximum Split (%) 19.2% 5.0% 75.8% 19.2% 5.0% 75.8% Minimum Split (s) 15 6 15 15 6 15 Yellow Time (s) 4 3 4.5 4 3 4.5 All-Red Time (s) 2 1 1.5 2 1 1.5 Minimum Initial (s) 525525 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 29 35 6 29 35 End Time (s) 29 35 6 29 35 6 Yield/Force Off (s) 23 31 0 23 31 0 Yield/Force Off 170(s) 23 31 0 23 31 0 Local Start Time (s) 6 29 35 6 29 35 Local Yield (s) 23 31 0 23 31 0 Local Yield 170(s) 23 31 0 23 31 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Short Total AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 294 751 47 1008 000070 339 Future Volume (veh/h) 0 294 751 47 1008 000070 339 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1900 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 346 551 55 1186 0 8 0 319 Adj No. of Lanes 011010 011 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 1315 1105 71 1196 0 388 0 360 Arrive On Green 0.00 1.00 1.00 1.00 1.00 0.00 0.23 0.00 0.23 Sat Flow, veh/h 0 1863 1583 56 1694 0 1774 0 1583 Grp Volume(v), veh/h 0 346 551 1241 0 0 8 0 319 Grp Sat Flow(s),veh/h/ln 0 1863 1583 1750 0 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 62.0 0.0 0.0 0.4 0.0 23.4 Cycle Q Clear(g_c), s 0.0 0.0 0.0 83.7 0.0 0.0 0.4 0.0 23.4 Prop In Lane 0.00 1.00 0.04 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1315 1105 1252 0 0 388 0 360 V/C Ratio(X) 0.00 0.26 0.50 0.99 0.00 0.00 0.02 0.00 0.89 Avail Cap(c_a), veh/h 0 1315 1105 1252 0 0 517 0 475 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.70 0.70 0.91 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.9 0.0 0.0 36.4 0.0 44.9 Incr Delay (d2), s/veh 0.0 0.3 1.1 22.2 0.0 0.0 0.0 0.0 14.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.3 25.0 0.0 0.0 0.2 0.0 11.7 LnGrp Delay(d),s/veh 0.0 0.3 1.1 23.1 0.0 0.0 36.4 0.0 59.6 LnGrp LOS A A C D E Approach Vol, veh/h 897 1241 327 Approach Delay, s/veh 0.8 23.1 59.0 Approach LOS A C E Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 88.7 31.3 88.7 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 75.0 35.0 75.0 Max Q Clear Time (g_c+I1), s 2.0 25.4 85.7 Green Ext Time (p_c), s 17.2 0.9 0.0 Intersection Summary HCM 2010 Ctrl Delay 19.8 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Phase Number 4 6 8 Movement EBT SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 80 40 80 Maximum Split (%) 66.7% 33.3% 66.7% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 40 0 40 End Time (s) 0 40 0 Yield/Force Off (s) 115 35 115 Yield/Force Off 170(s) 115 35 115 Local Start Time (s) 40 0 40 Local Yield (s) 115 35 115 Local Yield 170(s) 115 35 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Short Total PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 508 917 92 838 0000170 236 Future Volume (veh/h) 0 508 917 92 838 0000170 236 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1900 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 564 816 102 931 0 19 0 65 Adj No. of Lanes 011010 011 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 1614 1372 133 1136 0 119 0 106 Arrive On Green 0.00 1.00 1.00 1.00 1.00 0.00 0.07 0.00 0.07 Sat Flow, veh/h 0 1863 1583 116 1311 0 1774 0 1583 Grp Volume(v), veh/h 0 564 816 1033 0 0 19 0 65 Grp Sat Flow(s),veh/h/ln 0 1863 1583 1427 0 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 4.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 4.8 Prop In Lane 0.00 1.00 0.10 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1614 1372 1258 0 0 119 0 106 V/C Ratio(X) 0.00 0.35 0.59 0.82 0.00 0.00 0.16 0.00 0.61 Avail Cap(c_a), veh/h 0 1614 1372 1258 0 0 384 0 343 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.17 0.17 0.98 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 52.8 0.0 54.5 Incr Delay (d2), s/veh 0.0 0.1 0.3 6.0 0.0 0.0 0.6 0.0 5.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 2.1 0.0 0.0 0.6 0.0 2.3 LnGrp Delay(d),s/veh 0.0 0.1 0.3 6.0 0.0 0.0 53.4 0.0 60.2 LnGrp LOS A A A D E Approach Vol, veh/h 1380 1033 84 Approach Delay, s/veh 0.2 6.0 58.6 Approach LOS A A E Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 108.0 12.0 108.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 85.0 25.0 85.0 Max Q Clear Time (g_c+I1), s 2.0 6.8 2.0 Green Ext Time (p_c), s 23.0 0.2 23.0 Intersection Summary HCM 2010 Ctrl Delay 4.6 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 4 6 8 Movement EBT SBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 90 30 90 Maximum Split (%) 75.0% 25.0% 75.0% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 0 30 End Time (s) 0 30 0 Yield/Force Off (s) 115 25 115 Yield/Force Off 170(s) 115 25 115 Local Start Time (s) 30 0 30 Local Yield (s) 115 25 115 Local Yield 170(s) 115 25 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Short Total AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 184 117 0 0 275 14 780 0 27 0 0 0 Future Volume (veh/h) 184 117 0 0 275 14 780 0 27 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1900 1863 0 0 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 207 131 0 0 309 14 876 0 14 Adj No. of Lanes 010010011 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 220022222 Cap, veh/h 276 155 0 0 741 34 912 0 814 Arrive On Green 0.14 0.14 0.00 0.00 0.42 0.41 0.51 0.00 0.51 Sat Flow, veh/h 543 371 0 0 1768 80 1774 0 1583 Grp Volume(v), veh/h 338 0000 323 876014 Grp Sat Flow(s),veh/h/ln 914 0000 1849 1774 0 1583 Q Serve(g_s), s 30.6 0.0 0.0 0.0 0.0 14.8 56.9 0.0 0.5 Cycle Q Clear(g_c), s 45.4 0.0 0.0 0.0 0.0 14.8 56.9 0.0 0.5 Prop In Lane 0.61 0.00 0.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 424 0000 775 9120 814 V/C Ratio(X) 0.80 0.00 0.00 0.00 0.00 0.42 0.96 0.00 0.02 Avail Cap(c_a), veh/h 424 0000 775 9310 831 HCM Platoon Ratio 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.0 0.0 0.0 0.0 0.0 24.5 28.5 0.0 14.3 Incr Delay (d2), s/veh 14.2 0.0 0.0 0.0 0.0 1.7 20.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.0 0.0 0.0 0.0 0.0 7.9 32.9 0.0 0.2 LnGrp Delay(d),s/veh 70.2 0.0 0.0 0.0 0.0 26.2 48.7 0.0 14.3 LnGrp LOS E C D B Approach Vol, veh/h 338 323 890 Approach Delay, s/veh 70.2 26.2 48.2 Approach LOS E C D Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 54.3 65.7 54.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 48.0 62.0 48.0 Max Q Clear Time (g_c+I1), s 47.4 58.9 16.8 Green Ext Time (p_c), s 0.3 1.8 4.8 Intersection Summary HCM 2010 Ctrl Delay 48.4 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st am.syn Phase Number 4 6 8 Movement EBTL NBTL WBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 53 67 53 Maximum Split (%) 44.2% 55.8% 44.2% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 67 0 67 End Time (s) 0 67 0 Yield/Force Off (s) 115 62 115 Yield/Force Off 170(s) 115 62 115 Local Start Time (s) 67 0 67 Local Yield (s) 115 62 115 Local Yield 170(s) 115 62 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Short Total PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 241 284 0 0 191 16 739 0 62 0 0 0 Future Volume (veh/h) 241 284 0 0 191 16 739 0 62 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1900 1863 0 0 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 277 326 0 0 220 15 849 0 25 Adj No. of Lanes 010010011 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 220022222 Cap, veh/h 326 332 0 0 862 59 769 0 686 Arrive On Green 0.49 0.50 0.00 0.00 0.50 0.49 0.43 0.00 0.43 Sat Flow, veh/h 564 664 0 0 1724 118 1774 0 1583 Grp Volume(v), veh/h 603 0000 235 849025 Grp Sat Flow(s),veh/h/ln 1228 0000 1842 1774 0 1583 Q Serve(g_s), s 50.1 0.0 0.0 0.0 0.0 8.8 52.0 0.0 1.1 Cycle Q Clear(g_c), s 58.9 0.0 0.0 0.0 0.0 8.8 52.0 0.0 1.1 Prop In Lane 0.46 0.00 0.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 648 0000 921 7690 686 V/C Ratio(X) 0.93 0.00 0.00 0.00 0.00 0.26 1.10 0.00 0.04 Avail Cap(c_a), veh/h 648 0000 921 7690 686 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.3 0.0 0.0 0.0 0.0 17.2 34.5 0.0 19.6 Incr Delay (d2), s/veh 21.0 0.0 0.0 0.0 0.0 0.7 64.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 23.9 0.0 0.0 0.0 0.0 4.6 39.3 0.0 0.5 LnGrp Delay(d),s/veh 55.3 0.0 0.0 0.0 0.0 17.9 99.4 0.0 19.6 LnGrp LOS E B F B Approach Vol, veh/h 603 235 874 Approach Delay, s/veh 55.3 17.9 97.1 Approach LOS E B F Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 64.0 56.0 64.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 59.0 51.0 59.0 Max Q Clear Time (g_c+I1), s 60.9 54.0 10.8 Green Ext Time (p_c), s 0.0 0.0 6.9 Intersection Summary HCM 2010 Ctrl Delay 71.5 HCM 2010 LOS E Timing Report, Sorted By Phase Short Total PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Phase Number 4 6 8 Movement EBTL NBTL WBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max Min C-Max Maximum Split (s) 64 56 64 Maximum Split (%) 53.3% 46.7% 53.3% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 5 5 5 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 56 0 56 End Time (s) 0 56 0 Yield/Force Off (s) 115 51 115 Yield/Force Off 170(s) 115 51 115 Local Start Time (s) 56 0 56 Local Yield (s) 115 51 115 Local Yield 170(s) 115 51 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 TWSC Short Total AM 7: Frontage Road & Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 0 1 112 58 0 243 Future Vol, veh/h 0 1 112 58 0 243 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 200 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 132 68 0 286 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 418 132 0 0 132 0 Stage 1 132 - - - - - Stage 2 286 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 591 917 - - 1453 - Stage 1 894 - - - - - Stage 2 763 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 591 917 - - 1453 - Mov Cap-2 Maneuver 591 - - - - - Stage 1 894 - - - - - Stage 2 763 - - - - - Approach WB NB SB HCM Control Delay, s 8.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 917 1453 - HCM Lane V/C Ratio - - 0.001 - - HCM Control Delay (s) - - 8.9 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Total AM 7: Frontage Road & Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st am.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 200 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 274 518 246 Travel Time (s) 6.2 11.8 5.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 7: Frontage Road & Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 0 1 180 77 0 303 Future Vol, veh/h 0 1 180 77 0 303 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 200 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 212 91 0 356 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 568 212 0 0 212 0 Stage 1 212 - - - - - Stage 2 356 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 484 828 - - 1358 - Stage 1 823 - - - - - Stage 2 709 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 484 828 - - 1358 - Mov Cap-2 Maneuver 484 - - - - - Stage 1 823 - - - - - Stage 2 709 - - - - - Approach WB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 828 1358 - HCM Lane V/C Ratio - - 0.001 - - HCM Control Delay (s) - - 9.4 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - Lanes and Geometrics Short Total PM 7: Frontage Road & Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates st pm.syn Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 200 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 274 518 246 Travel Time (s) 6.2 11.8 5.6 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total AM 15: Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Intersection Delay, s/veh 5.1 Intersection LOS A Approach WB NB SB SE Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 72 132 32 231 Demand Flow Rate, veh/h 73 135 32 236 Vehicles Circulating, veh/h 168 38 112 93 Vehicles Exiting, veh/h 5 291 129 51 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 4.5 4.5 3.9 5.8 Approach LOS AAAA Lane Left Left Left Left Designated Moves LR LR LTR LR Assumed Moves LR LR LTR LR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 73 135 32 236 Cap Entry Lane, veh/h 955 1088 1010 1030 Entry HV Adj Factor 0.986 0.979 0.988 0.980 Flow Entry, veh/h 72 132 32 231 Cap Entry, veh/h 942 1065 998 1009 V/C Ratio 0.076 0.124 0.032 0.229 Control Delay, s/veh 4.5 4.5 3.9 5.8 LOSAAAA 95th %tile Queue, veh 0001 Lanes and Geometrics Short Total AM 15: Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st am.syn Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.999 0.966 0.884 Flt Protected 0.955 0.984 0.994 0.993 Satd. Flow (prot) 1765 0 0 0 1831 0 0 1789 0 0 1635 0 Flt Permitted 0.955 0.984 0.994 0.993 Satd. Flow (perm) 1765 0 0 0 1831 0 0 1789 0 0 1635 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 420 246 670 415 Travel Time (s) 9.5 5.6 15.2 9.4 Intersection Summary Area Type: Other HCM 2010 Roundabout Short Total PM 15: Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Intersection Delay, s/veh 5.7 Intersection LOS A Approach WB NB SB SE Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 96 213 188 130 Demand Flow Rate, veh/h 98 217 192 132 Vehicles Circulating, veh/h 235 24 256 256 Vehicles Exiting, veh/h 6 364 77 192 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.2 5.1 6.5 5.7 Approach LOS AAAA Lane Left Left Left Left Designated Moves LR LR LTR LR Assumed Moves LR LR LTR LR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 98 217 192 132 Cap Entry Lane, veh/h 893 1103 875 875 Entry HV Adj Factor 0.980 0.981 0.979 0.982 Flow Entry, veh/h 96 213 188 130 Cap Entry, veh/h 875 1083 856 859 V/C Ratio 0.110 0.197 0.219 0.151 Control Delay, s/veh 5.2 5.1 6.5 5.7 LOSAAAA 95th %tile Queue, veh 0111 Lanes and Geometrics Short Total PM 15: Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates st pm.syn Lane Group WBL WBR WBR2 NBL NBT NBR SBL SBT SBR SEL2 SEL SER Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.999 0.980 0.885 Flt Protected 0.955 0.964 0.999 0.993 Satd. Flow (prot) 1766 0 0 0 1794 0 0 1824 0 0 1637 0 Flt Permitted 0.955 0.964 0.999 0.993 Satd. Flow (perm) 1766 0 0 0 1794 0 0 1824 0 0 1637 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 420 246 670 415 Travel Time (s) 9.5 5.6 15.2 9.4 Intersection Summary Area Type: Other APPENDIX G HCM 2010 Signalized Intersection Summary Long Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 1225 10 5 1620 50 5 5 5 65 10 60 Future Volume (veh/h) 25 1225 10 5 1620 50 5 5 5 65 10 60 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 26 1289 11 5 1705 41 5 5 1 68 11 15 Adj No. of Lanes 120121010011 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 287 3088 26 370 2922 1255 56 47 6 150 16 144 Arrive On Green 0.83 0.83 0.82 1.00 1.00 1.00 0.08 0.09 0.08 0.08 0.09 0.09 Sat Flow, veh/h 275 3740 32 422 3539 1520 137 520 66 1032 173 1583 Grp Volume(v), veh/h 26 634 666 5 1705 41 11 0 0 79 0 15 Grp Sat Flow(s),veh/h/ln 275 1840 1932 422 1770 1520 722 0 0 1204 0 1583 Q Serve(g_s), s 2.2 11.0 11.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 Cycle Q Clear(g_c), s 2.2 11.0 11.0 11.2 0.0 0.0 8.1 0.0 0.0 8.0 0.0 1.0 Prop In Lane 1.00 0.02 1.00 1.00 0.45 0.09 0.86 1.00 Lane Grp Cap(c), veh/h 287 1520 1595 370 2922 1255 103 0 0 155 0 144 V/C Ratio(X) 0.09 0.42 0.42 0.01 0.58 0.03 0.11 0.00 0.00 0.51 0.00 0.10 Avail Cap(c_a), veh/h 287 1520 1595 370 2922 1255 223 0 0 261 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 2.0 2.8 2.8 0.6 0.0 0.0 50.3 0.0 0.0 53.6 0.0 50.0 Incr Delay (d2), s/veh 0.6 0.8 0.8 0.1 0.9 0.0 0.4 0.0 0.0 2.6 0.0 0.3 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 0.2 5.8 6.1 0.0 0.3 0.0 0.4 0.0 0.0 2.7 0.0 0.5 LnGrp Delay(d),s/veh 2.6 3.6 3.6 0.7 0.9 0.0 50.7 0.0 0.0 56.2 0.0 50.4 LnGrp LOS AAAAAAD E D Approach Vol, veh/h 1326 1751 11 94 Approach Delay, s/veh 3.6 0.8 50.7 55.3 Approach LOS A A D E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 15.9 104.1 15.9 104.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 10.0 13.0 10.1 13.2 Green Ext Time (p_c), s 0.2 28.0 0.2 28.0 Intersection Summary HCM 2010 Ctrl Delay 3.8 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 Signalized Intersection Summary Long Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 1665 20 5 1320 110 5 5 5 75 10 85 Future Volume (veh/h) 130 1665 20 5 1320 110 5 5 5 75 10 85 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1937 1824 1863 1863 1788 1824 1863 1824 1900 1788 1863 Adj Flow Rate, veh/h 137 1753 20 5 1389 89 5 5 1 79 11 7 Adj No. of Lanes 120121010011 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 348 3015 34 231 2863 1217 56 47 6 160 15 171 Arrive On Green 0.81 0.81 0.80 1.00 1.00 1.00 0.10 0.11 0.10 0.10 0.11 0.11 Sat Flow, veh/h 356 3728 42 268 3539 1520 112 438 55 965 140 1583 Grp Volume(v), veh/h 137 864 909 5 1389 89 11 0 0 90 0 7 Grp Sat Flow(s),veh/h/ln 356 1840 1930 268 1770 1520 605 0 0 1105 0 1583 Q Serve(g_s), s 14.3 20.3 20.4 0.5 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.5 Cycle Q Clear(g_c), s 14.3 20.3 20.4 20.9 0.0 0.0 10.1 0.0 0.0 10.1 0.0 0.5 Prop In Lane 1.00 0.02 1.00 1.00 0.45 0.09 0.88 1.00 Lane Grp Cap(c), veh/h 348 1489 1561 231 2863 1217 104 0 0 166 0 171 V/C Ratio(X) 0.39 0.58 0.58 0.02 0.49 0.07 0.11 0.00 0.00 0.54 0.00 0.04 Avail Cap(c_a), veh/h 348 1489 1561 231 2863 1217 198 0 0 248 0 264 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 3.6 4.1 4.1 2.2 0.0 0.0 48.6 0.0 0.0 52.7 0.0 48.0 Incr Delay (d2), s/veh 3.3 1.7 1.6 0.2 0.6 0.1 0.4 0.0 0.0 2.7 0.0 0.1 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 1.7 10.8 11.3 0.0 0.2 0.0 0.3 0.0 0.0 3.1 0.0 0.2 LnGrp Delay(d),s/veh 6.9 5.8 5.7 2.4 0.6 0.1 49.0 0.0 0.0 55.4 0.0 48.1 LnGrp LOS AAAAAAD E D Approach Vol, veh/h 1910 1483 11 97 Approach Delay, s/veh 5.8 0.6 49.0 54.9 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 17.9 102.1 17.9 102.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 19.0 89.0 19.0 89.0 Max Q Clear Time (g_c+I1), s 12.1 22.4 12.1 22.9 Green Ext Time (p_c), s 0.1 36.4 0.1 36.3 Intersection Summary HCM 2010 Ctrl Delay 5.1 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 95 25 95 Maximum Split (%) 20.8% 79.2% 20.8% 79.2% Minimum Split (s) 24 24 25 24 Yellow Time (s) 4 4.5 4 4.5 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 6 31 6 31 End Time (s) 31 6 31 6 Yield/Force Off (s) 25 0 25 0 Yield/Force Off 170(s) 25 110 15 0 Local Start Time (s) 6 31 6 31 Local Yield (s) 25 0 25 0 Local Yield 170(s) 25 110 15 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Hageman's Access/Summit View Drive & Prospect Road HCM 2010 TWSC Long Total AM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 20 1275 1585 15 0 90 Future Vol, veh/h 20 1275 1585 15 0 90 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 200 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 1342 1668 16 0 95 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1668 0 - 0 2381 834 Stage 1 - - - - 1668 - Stage 2 - - - - 713 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 381 - - - 29 311 Stage 1 - - - - 139 - Stage 2 - - - - 447 - Platoon blocked, % - - - Mov Cap-1 Maneuver 381 - - - 27 311 Mov Cap-2 Maneuver - - - - 27 - Stage 1 - - - - 139 - Stage 2 - - - - 422 - Approach EB WB SB HCM Control Delay, s 0.2 0 21.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 381 - - - 311 HCM Lane V/C Ratio 0.055 - - - 0.305 HCM Control Delay (s) 15 - - - 21.6 HCM Lane LOS C - - - C HCM 95th %tile Q(veh) 0.2 - - - 1.3 Lanes and Geometrics Long Total AM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 200 0 0 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 3539 3539 1583 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 3539 3539 1583 0 1611 Link Speed (mph) 35 45 30 Link Distance (ft) 830 1084 326 Travel Time (s) 16.2 16.4 7.4 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 65 1680 1385 65 0 50 Future Vol, veh/h 65 1680 1385 65 0 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - 200 - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 68 1768 1458 68 0 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1458 0 - 0 2479 729 Stage 1 - - - - 1458 - Stage 2 - - - - 1021 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 460 - - - 24 365 Stage 1 - - - - 180 - Stage 2 - - - - 309 - Platoon blocked, % - - - Mov Cap-1 Maneuver 460 - - - 20 365 Mov Cap-2 Maneuver - - - - 20 - Stage 1 - - - - 180 - Stage 2 - - - - 263 - Approach EB WB SB HCM Control Delay, s 0.5 0 16.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 460 - - - 365 HCM Lane V/C Ratio 0.149 - - - 0.144 HCM Control Delay (s) 14.2 - - - 16.5 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.5 - - - 0.5 Lanes and Geometrics Long Total PM 22: Prospect Road & Access A Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 200 0 0 Storage Lanes 1 1 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.865 Flt Protected 0.950 Satd. Flow (prot) 1770 3539 3539 1583 0 1611 Flt Permitted 0.950 Satd. Flow (perm) 1770 3539 3539 1583 0 1611 Link Speed (mph) 35 45 30 Link Distance (ft) 830 1084 326 Travel Time (s) 16.2 16.4 7.4 Intersection Summary Area Type: Other HCM 2010 Signalized Intersection Summary Long Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 1055 5 20 1535 325 5 5 25 275 5 100 Future Volume (veh/h) 240 1055 5 20 1535 325 5 5 25 275 5 100 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 253 1111 5 21 1616 242 5 5 1 289 5 13 Adj No. of Lanes 120121110210 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 352 2533 11 417 2281 1020 107 51 10 388 59 153 Arrive On Green 0.15 1.00 1.00 0.04 1.00 1.00 0.01 0.03 0.03 0.11 0.13 0.13 Sat Flow, veh/h 1774 3613 16 1774 3539 1583 1774 1508 302 3442 459 1193 Grp Volume(v), veh/h 253 544 572 21 1616 242 5 0 6 289 0 18 Grp Sat Flow(s),veh/h/ln 1774 1770 1860 1774 1770 1583 1774 0 1810 1721 0 1652 Q Serve(g_s), s 5.8 0.0 0.0 0.5 0.0 0.0 0.3 0.0 0.4 9.8 0.0 1.2 Cycle Q Clear(g_c), s 5.8 0.0 0.0 0.5 0.0 0.0 0.3 0.0 0.4 9.8 0.0 1.2 Prop In Lane 1.00 0.01 1.00 1.00 1.00 0.17 1.00 0.72 Lane Grp Cap(c), veh/h 352 1240 1304 417 2281 1020 107 0 62 388 0 212 V/C Ratio(X) 0.72 0.44 0.44 0.05 0.71 0.24 0.05 0.00 0.10 0.74 0.00 0.09 Avail Cap(c_a), veh/h 396 1240 1304 428 2281 1020 177 0 151 717 0 386 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.58 0.58 0.58 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 4.8 0.0 0.0 6.8 0.0 0.0 56.4 0.0 56.2 51.6 0.0 46.1 Incr Delay (d2), s/veh 5.4 1.1 1.1 0.0 1.1 0.3 0.2 0.0 0.7 2.9 0.0 0.2 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 3.2 0.4 0.4 0.2 0.4 0.1 0.2 0.0 0.2 4.8 0.0 0.5 LnGrp Delay(d),s/veh 10.2 1.1 1.1 6.8 1.1 0.3 56.5 0.0 56.9 54.4 0.0 46.3 LnGrp LOS BAAAAAE ED D Approach Vol, veh/h 1369 1879 11 307 Approach Delay, s/veh 2.8 1.1 56.7 53.9 Approach LOS A A E D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.3 20.4 5.2 89.1 16.5 9.1 12.0 82.3 Change Period (Y+Rc), s 4.5 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 5.5 27.0 2.0 65.0 24.0 9.0 11.0 56.0 Max Q Clear Time (g_c+I1), s 2.3 3.2 2.5 2.0 11.8 2.4 7.8 2.0 Green Ext Time (p_c), s 0.0 0.0 0.0 24.0 0.8 0.0 0.2 22.9 Intersection Summary HCM 2010 Ctrl Delay 6.4 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max None None None C-Max Maximum Split (s) 10 33 6 71 28 15 15 62 Maximum Split (%) 8.3% 27.5% 5.0% 59.2% 23.3% 12.5% 12.5% 51.7% Minimum Split (s) 9.5 15 6 15 9.5 15 6 15 Yellow Time (s) 3.5 4 3 4.5 3 4 3 4.5 All-Red Time (s) 1 2 1 1.5 1 2 1 1.5 Minimum Initial (s) 55255525 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 6 16 49 55 6 34 49 64 End Time (s) 16 49 55 6 34 49 64 6 Yield/Force Off (s) 11.5 43 51 0 30 43 60 0 Yield/Force Off 170(s) 11.5 43 51 0 30 43 60 0 Local Start Time (s) 6 16 49 55 6 34 49 64 Local Yield (s) 11.5 43 51 0 30 43 60 0 Local Yield 170(s) 11.5 43 51 0 30 43 60 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Long Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 200 1515 5 20 1110 460 15 5 20 585 5 285 Future Volume (veh/h) 200 1515 5 20 1110 460 15 5 20 585 5 285 Number 7 4 14 3 8 18 1 6 16 5 2 12 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 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 211 1595 5 21 1168 283 16 5 0 616 5 185 Adj No. of Lanes 120121110210 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 395 2134 7 262 1874 838 140 93 0 715 10 353 Arrive On Green 0.16 1.00 1.00 0.04 1.00 1.00 0.02 0.05 0.00 0.21 0.23 0.23 Sat Flow, veh/h 1774 3619 11 1774 3539 1583 1774 1863 0 3442 42 1548 Grp Volume(v), veh/h 211 780 820 21 1168 283 16 5 0 616 0 190 Grp Sat Flow(s),veh/h/ln 1774 1770 1861 1774 1770 1583 1774 1863 0 1721 0 1590 Q Serve(g_s), s 6.4 0.0 0.0 0.6 0.0 0.0 1.0 0.3 0.0 20.7 0.0 12.6 Cycle Q Clear(g_c), s 6.4 0.0 0.0 0.6 0.0 0.0 1.0 0.3 0.0 20.7 0.0 12.6 Prop In Lane 1.00 0.01 1.00 1.00 1.00 0.00 1.00 0.97 Lane Grp Cap(c), veh/h 395 1043 1097 262 1874 838 140 93 0 715 0 362 V/C Ratio(X) 0.53 0.75 0.75 0.08 0.62 0.34 0.11 0.05 0.00 0.86 0.00 0.52 Avail Cap(c_a), veh/h 431 1043 1097 272 1874 838 191 155 0 832 0 424 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.74 0.74 0.74 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 8.8 0.0 0.0 12.1 0.0 0.0 53.6 54.3 0.0 45.9 0.0 40.6 Incr Delay (d2), s/veh 1.1 4.9 4.7 0.1 1.2 0.8 0.4 0.2 0.0 8.2 0.0 1.2 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 3.2 1.4 1.4 0.3 0.3 0.2 0.5 0.2 0.0 10.7 0.0 5.7 LnGrp Delay(d),s/veh 9.9 4.9 4.7 12.2 1.2 0.8 54.0 54.5 0.0 54.1 0.0 41.8 LnGrp LOS AAABAADD D D Approach Vol, veh/h 1811 1472 21 806 Approach Delay, s/veh 5.4 1.3 54.1 51.2 Approach LOS A A D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.6 32.3 5.3 75.8 27.9 11.0 12.6 68.5 Change Period (Y+Rc), s 4.5 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 5.5 31.0 2.0 61.0 28.0 9.0 11.0 52.0 Max Q Clear Time (g_c+I1), s 3.0 14.6 2.6 2.0 22.7 2.3 8.4 2.0 Green Ext Time (p_c), s 0.0 0.6 0.0 24.1 1.2 0.3 0.2 22.8 Intersection Summary HCM 2010 Ctrl Delay 13.1 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max None None None C-Max Maximum Split (s) 10 37 6 67 32 15 15 58 Maximum Split (%) 8.3% 30.8% 5.0% 55.8% 26.7% 12.5% 12.5% 48.3% Minimum Split (s) 9.5 15 6 15 9.5 15 6 15 Yellow Time (s) 3.5 4 3 4.5 3 4 3 4.5 All-Red Time (s) 1 2 1 1.5 1 2 1 1.5 Minimum Initial (s) 55255525 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 6 16 53 59 6 38 53 68 End Time (s) 16 53 59 6 38 53 68 6 Yield/Force Off (s) 11.5 47 55 0 34 47 64 0 Yield/Force Off 170(s) 11.5 47 55 0 34 47 64 0 Local Start Time (s) 6 16 53 59 6 38 53 68 Local Yield (s) 11.5 47 55 0 34 47 64 0 Local Yield 170(s) 11.5 47 55 0 34 47 64 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road HCM 2010 Signalized Intersection Summary Long Total AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 400 955 60 1380 0000150 500 Future Volume (veh/h) 0 400 955 60 1380 0000150 500 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1863 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 421 540 63 1453 0 16 0 487 Adj No. of Lanes 021120 011 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 1961 877 443 2183 0 562 0 501 Arrive On Green 0.00 0.93 0.93 0.08 1.00 0.00 0.32 0.00 0.32 Sat Flow, veh/h 0 3632 1583 1774 3632 0 1774 0 1583 Grp Volume(v), veh/h 0 421 540 63 1453 0 16 0 487 Grp Sat Flow(s),veh/h/ln 0 1770 1583 1774 1770 0 1774 0 1583 Q Serve(g_s), s 0.0 1.3 7.1 1.7 0.0 0.0 0.7 0.0 36.4 Cycle Q Clear(g_c), s 0.0 1.3 7.1 1.7 0.0 0.0 0.7 0.0 36.4 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1961 877 443 2183 0 562 0 501 V/C Ratio(X) 0.00 0.21 0.62 0.14 0.67 0.00 0.03 0.00 0.97 Avail Cap(c_a), veh/h 0 1961 877 450 2183 0 562 0 501 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.87 0.87 0.64 0.64 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 2.0 2.3 9.2 0.0 0.0 28.3 0.0 40.5 Incr Delay (d2), s/veh 0.0 0.2 2.8 0.1 1.0 0.0 0.0 0.0 32.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.6 3.4 0.8 0.3 0.0 0.4 0.0 20.4 LnGrp Delay(d),s/veh 0.0 2.3 5.1 9.3 1.0 0.0 28.3 0.0 73.3 LnGrp LOS AAAA C E Approach Vol, veh/h 961 1516 503 Approach Delay, s/veh 3.8 1.4 71.8 Approach LOS A A E Timer 12345678 Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 7.5 70.5 42.0 78.0 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 4.0 65.0 37.0 73.0 Max Q Clear Time (g_c+I1), s 3.7 9.1 38.4 2.0 Green Ext Time (p_c), s 0.0 16.7 0.0 17.3 Intersection Summary HCM 2010 Ctrl Delay 14.1 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total AM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Phase Number 3468 Movement WBL EBT SBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max Min C-Max Maximum Split (s) 8 70 42 78 Maximum Split (%) 6.7% 58.3% 35.0% 65.0% Minimum Split (s) 8 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 1222 Minimum Initial (s) 4555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 42 50 0 42 End Time (s) 50 0 42 0 Yield/Force Off (s) 46 115 37 115 Yield/Force Off 170(s) 46 115 37 115 Local Start Time (s) 42 50 0 42 Local Yield (s) 46 115 37 115 Local Yield 170(s) 46 115 37 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Long Total PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 805 1315 115 1170 0000250 420 Future Volume (veh/h) 0 805 1315 115 1170 0000250 420 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 0 1863 1863 1863 1863 0 1900 1863 1863 Adj Flow Rate, veh/h 0 847 975 121 1232 0 26 0 360 Adj No. of Lanes 021120 011 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220 222 Cap, veh/h 0 2212 990 293 2448 0 429 0 383 Arrive On Green 0.00 1.00 1.00 0.08 1.00 0.00 0.24 0.00 0.24 Sat Flow, veh/h 0 3632 1583 1774 3632 0 1774 0 1583 Grp Volume(v), veh/h 0 847 975 121 1232 0 26 0 360 Grp Sat Flow(s),veh/h/ln 0 1770 1583 1774 1770 0 1774 0 1583 Q Serve(g_s), s 0.0 0.0 0.0 2.9 0.0 0.0 1.4 0.0 26.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 2.9 0.0 0.0 1.4 0.0 26.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2212 990 293 2448 0 429 0 383 V/C Ratio(X) 0.00 0.38 0.99 0.41 0.50 0.00 0.06 0.00 0.94 Avail Cap(c_a), veh/h 0 2212 990 293 2448 0 429 0 383 HCM Platoon Ratio 1.00 1.67 1.67 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.55 0.55 0.61 0.61 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 6.2 0.0 0.0 35.0 0.0 44.7 Incr Delay (d2), s/veh 0.0 0.3 18.0 0.6 0.5 0.0 0.1 0.0 31.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 4.9 1.4 0.2 0.0 0.7 0.0 15.0 LnGrp Delay(d),s/veh 0.0 0.3 18.0 6.8 0.5 0.0 35.1 0.0 75.9 LnGrp LOS ABAA D E Approach Vol, veh/h 1822 1353 386 Approach Delay, s/veh 9.8 1.0 73.1 Approach LOS A A E Timer 12345678 Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 8.0 79.0 33.0 87.0 Change Period (Y+Rc), s 4.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 4.0 74.0 28.0 82.0 Max Q Clear Time (g_c+I1), s 4.9 2.0 28.8 2.0 Green Ext Time (p_c), s 0.0 28.8 0.0 29.7 Intersection Summary HCM 2010 Ctrl Delay 13.3 HCM 2010 LOS B Timing Report, Sorted By Phase Long Total PM 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Phase Number 3468 Movement WBL EBT SBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max Min C-Max Maximum Split (s) 8 79 33 87 Maximum Split (%) 6.7% 65.8% 27.5% 72.5% Minimum Split (s) 8 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 1222 Minimum Initial (s) 4555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 41 0 33 End Time (s) 41 0 33 0 Yield/Force Off (s) 37 115 28 115 Yield/Force Off 170(s) 37 115 28 115 Local Start Time (s) 33 41 0 33 Local Yield (s) 37 115 28 115 Local Yield 170(s) 37 115 28 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 8: SB I-25 On Ramp/SB I-25 Off Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Long Total AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 255 160 0 0 365 20 1075 0 35 0 0 0 Future Volume (veh/h) 255 160 0 0 365 20 1075 0 35 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 268 168 0 0 384 18 1132 0 1 Adj No. of Lanes 120020201 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 220022222 Cap, veh/h 612 2040 0 0 1554 73 1266 0 565 Arrive On Green 0.17 0.96 0.00 0.00 0.45 0.44 0.36 0.00 0.36 Sat Flow, veh/h 1774 3632 0 0 3536 161 3548 0 1583 Grp Volume(v), veh/h 268 168 0 0 197 205 1132 0 1 Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1834 1774 0 1583 Q Serve(g_s), s 9.7 0.2 0.0 0.0 8.2 8.3 36.2 0.0 0.0 Cycle Q Clear(g_c), s 9.7 0.2 0.0 0.0 8.2 8.3 36.2 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 612 2040 0 0 799 828 1266 0 565 V/C Ratio(X) 0.44 0.08 0.00 0.00 0.25 0.25 0.89 0.00 0.00 Avail Cap(c_a), veh/h 612 2040 0 0 799 828 1478 0 660 HCM Platoon Ratio 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 12.8 1.0 0.0 0.0 20.3 20.4 36.4 0.0 24.8 Incr Delay (d2), s/veh 0.5 0.1 0.0 0.0 0.7 0.7 6.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 0.1 0.0 0.0 4.2 4.4 18.8 0.0 0.1 LnGrp Delay(d),s/veh 13.3 1.0 0.0 0.0 21.0 21.1 43.1 0.0 24.8 LnGrp LOS B A C C D C Approach Vol, veh/h 436 402 1133 Approach Delay, s/veh 8.6 21.1 43.1 Approach LOS A C D Timer 12345678 Assigned Phs 4 6 7 8 Phs Duration (G+Y+Rc), s 73.2 46.8 15.0 58.2 Change Period (Y+Rc), s 5.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 61.0 49.0 11.0 46.0 Max Q Clear Time (g_c+I1), s 2.2 38.2 11.7 10.3 Green Ext Time (p_c), s 3.7 3.7 0.0 3.6 Intersection Summary HCM 2010 Ctrl Delay 31.0 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Long Total AM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Phase Number 4678 Movement EBTL NBTL EBL WBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode C-Max Min None C-Max Maximum Split (s) 66 54 15 51 Maximum Split (%) 55.0% 45.0% 12.5% 42.5% Minimum Split (s) 15 15 9.5 15 Yellow Time (s) 3333 All-Red Time (s) 2212 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 54 0 54 69 End Time (s) 0 54 69 0 Yield/Force Off (s) 115 49 65 115 Yield/Force Off 170(s) 115 49 65 115 Local Start Time (s) 54 0 54 69 Local Yield (s) 115 49 65 115 Local Yield 170(s) 115 49 65 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 Signalized Intersection Summary Long Total PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 455 375 0 0 245 20 1040 0 80 0 0 0 Future Volume (veh/h) 455 375 0 0 245 20 1040 0 80 0 0 0 Number 7 4 14 3 8 18 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 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 Adj Sat Flow, veh/h/ln 1863 1863 0 0 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 479 395 0 0 258 17 1095 0 38 Adj No. of Lanes 120020201 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 220022222 Cap, veh/h 735 2064 0 0 1154 76 1213 0 555 Arrive On Green 0.35 0.97 0.00 0.00 0.34 0.33 0.34 0.00 0.35 Sat Flow, veh/h 1774 3632 0 0 3466 221 3548 0 1583 Grp Volume(v), veh/h 479 395 0 0 135 140 1095 0 38 Grp Sat Flow(s),veh/h/ln 1774 1770 0 0 1770 1824 1774 0 1583 Q Serve(g_s), s 21.5 0.4 0.0 0.0 6.5 6.6 35.3 0.0 1.9 Cycle Q Clear(g_c), s 21.5 0.4 0.0 0.0 6.5 6.6 35.3 0.0 1.9 Prop In Lane 1.00 0.00 0.00 0.12 1.00 1.00 Lane Grp Cap(c), veh/h 735 2064 0 0 605 624 1213 0 555 V/C Ratio(X) 0.65 0.19 0.00 0.00 0.22 0.22 0.90 0.00 0.07 Avail Cap(c_a), veh/h 973 2064 0 0 605 624 1449 0 660 HCM Platoon Ratio 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 14.0 0.7 0.0 0.0 28.1 28.2 37.6 0.0 26.0 Incr Delay (d2), s/veh 0.9 0.2 0.0 0.0 0.8 0.8 7.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.3 0.2 0.0 0.0 3.3 3.5 18.4 0.0 2.1 LnGrp Delay(d),s/veh 14.9 0.9 0.0 0.0 29.0 29.0 44.9 0.0 26.0 LnGrp LOS B A C C D C Approach Vol, veh/h 874 275 1133 Approach Delay, s/veh 8.5 29.0 44.2 Approach LOS A C D Timer 12345678 Assigned Phs 4 6 7 8 Phs Duration (G+Y+Rc), s 74.0 46.0 28.9 45.0 Change Period (Y+Rc), s 5.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 61.0 49.0 41.0 16.0 Max Q Clear Time (g_c+I1), s 2.4 37.3 23.5 8.6 Green Ext Time (p_c), s 4.7 3.8 1.4 2.4 Intersection Summary HCM 2010 Ctrl Delay 28.7 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Long Total PM 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Phase Number 4678 Movement EBTL NBTL EBL WBT Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode C-Max Min None C-Max Maximum Split (s) 66 54 45 21 Maximum Split (%) 55.0% 45.0% 37.5% 17.5% Minimum Split (s) 15 15 9.5 15 Yellow Time (s) 3333 All-Red Time (s) 2212 Minimum Initial (s) 5555 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 54 0 54 99 End Time (s) 0 54 99 0 Yield/Force Off (s) 115 49 95 115 Yield/Force Off 170(s) 115 49 95 115 Local Start Time (s) 54 0 54 99 Local Yield (s) 115 49 95 115 Local Yield 170(s) 115 49 95 115 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Red Splits and Phases: 11: NB I-25 Off Ramp/NB I-25 On Ramp & Prospect Road HCM 2010 TWSC Long Total AM 7: Frontage Road & Access B/Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 10 0 0 1 0 510 60 0 370 5 Future Vol, veh/h 0 0 10 0 0 1 0 510 60 0 370 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 11 0 0 1 0 537 63 0 389 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 929 929 392 929 932 537 395 0 0 537 0 0 Stage 1 392 392 - 537 537 - - - - - - - Stage 2 537 537 - 392 395 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 248 268 657 248 266 544 1164 - - 1031 - - Stage 1 633 606 - 528 523 - - - - - - - Stage 2 528 523 - 633 605 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 248 268 657 244 266 544 1164 - - 1031 - - Mov Cap-2 Maneuver 248 268 - 244 266 - - - - - - - Stage 1 633 606 - 528 523 - - - - - - - Stage 2 527 523 - 623 605 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.6 11.6 0 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1164 - - 657 544 1031 - - HCM Lane V/C Ratio - - - 0.016 0.002 - - - HCM Control Delay (s) 0 - - 10.6 11.6 0 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - Lanes and Geometrics Long Total AM 7: Frontage Road & Access B/Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 200 0 0 Storage Lanes 0 1 0 1 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.865 0.850 0.998 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1863 1583 0 1859 0 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1863 1583 0 1859 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 293 274 518 246 Travel Time (s) 6.7 6.2 11.8 5.6 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 7: Frontage Road & Access B/Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 40 0 0 1 0 590 75 0 835 5 Future Vol, veh/h 0 0 40 0 0 1 0 590 75 0 835 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 42 0 0 1 0 621 79 0 879 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1503 1503 882 1503 1505 621 884 0 0 621 0 0 Stage 1 882 882 - 621 621 - - - - - - - Stage 2 621 621 - 882 884 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 100 122 345 100 121 487 765 - - 960 - - Stage 1 341 364 - 475 479 - - - - - - - Stage 2 475 479 - 341 363 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 100 122 345 88 121 487 765 - - 960 - - Mov Cap-2 Maneuver 100 122 - 88 121 - - - - - - - Stage 1 341 364 - 475 479 - - - - - - - Stage 2 474 479 - 299 363 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.9 12.4 0 0 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 765 - - 345 487 960 - - HCM Lane V/C Ratio - - - 0.122 0.002 - - - HCM Control Delay (s) 0 - - 16.9 12.4 0 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0 0 - - Lanes and Geometrics Long Total PM 7: Frontage Road & Access B/Access C Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 200 0 0 Storage Lanes 0 1 0 1 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.865 0.850 0.999 Flt Protected Satd. Flow (prot) 0 0 1611 0 0 1611 0 1863 1583 0 1861 0 Flt Permitted Satd. Flow (perm) 0 0 1611 0 0 1611 0 1863 1583 0 1861 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 293 274 518 246 Travel Time (s) 6.7 6.2 11.8 5.6 Intersection Summary Area Type: Other HCM 2010 Roundabout Long Total AM 15: Access D/Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Intersection Intersection Delay, s/veh 8.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 16 100 536 115 Demand Flow Rate, veh/h 16 102 547 117 Vehicles Circulating, veh/h 434 483 48 430 Vehicles Exiting, veh/h 32 112 402 155 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.1 6.9 9.4 6.7 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 16 102 547 117 Cap Entry Lane, veh/h 732 697 1077 735 Entry HV Adj Factor 1.000 0.980 0.981 0.980 Flow Entry, veh/h 16 100 536 115 Cap Entry, veh/h 732 683 1056 720 V/C Ratio 0.022 0.146 0.508 0.159 Control Delay, s/veh 5.1 6.9 9.4 6.7 LOSAAAA 95th %tile Queue, veh 0131 HCM 2010 Roundabout Long Total AM 15: Access D/Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SE Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 258 Demand Flow Rate, veh/h 263 Vehicles Circulating, veh/h 203 Vehicles Exiting, veh/h 344 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.0 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 263 Cap Entry Lane, veh/h 922 Entry HV Adj Factor 0.982 Flow Entry, veh/h 258 Cap Entry, veh/h 906 V/C Ratio 0.285 Control Delay, s/veh 7.0 LOS A 95th %tile Queue, veh 1 Lanes and Geometrics Long Total AM 15: Access D/Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT WBR2 NBL2 NBL NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.907 0.993 0.974 0.951 Flt Protected 0.985 0.955 0.970 0.998 Satd. Flow (prot) 0 1664 0 0 1766 0 0 0 1760 0 0 1768 Flt Permitted 0.985 0.955 0.970 0.998 Satd. Flow (perm) 0 1664 0 0 1766 0 0 0 1760 0 0 1768 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 420 246 670 Travel Time (s) 6.9 9.5 5.6 15.2 Intersection Summary Area Type: Other Lane Group SBR SBR2 SEL2 SEL SER Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 Grade (%) 0% Storage Length (ft) 0 0 0 Storage Lanes 0 1 0 Taper Length (ft) 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.884 Flt Protected 0.993 Satd. Flow (prot) 0 0 0 1635 0 Flt Permitted 0.993 Satd. Flow (perm) 0 0 0 1635 0 Link Speed (mph) 30 Link Distance (ft) 415 Travel Time (s) 9.4 Intersection Summary HCM 2010 Roundabout Long Total PM 15: Access D/Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Intersection Delay, s/veh 13.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 47 232 621 369 Demand Flow Rate, veh/h 48 236 633 376 Vehicles Circulating, veh/h 912 413 59 526 Vehicles Exiting, veh/h 86 279 901 123 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.6 8.7 11.3 15.2 Approach LOS A A B C Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 48 236 633 376 Cap Entry Lane, veh/h 454 748 1065 668 Entry HV Adj Factor 0.979 0.983 0.981 0.980 Flow Entry, veh/h 47 232 621 369 Cap Entry, veh/h 444 735 1045 655 V/C Ratio 0.106 0.316 0.594 0.563 Control Delay, s/veh 9.6 8.7 11.3 15.2 LOS A A B C 95th %tile Queue, veh 0144 HCM 2010 Roundabout Long Total PM 15: Access D/Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SE Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 342 Demand Flow Rate, veh/h 349 Vehicles Circulating, veh/h 649 Vehicles Exiting, veh/h 253 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 17.8 Approach LOS C Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 349 Cap Entry Lane, veh/h 590 Entry HV Adj Factor 0.980 Flow Entry, veh/h 342 Cap Entry, veh/h 579 V/C Ratio 0.591 Control Delay, s/veh 17.8 LOS C 95th %tile Queue, veh 4 Lanes and Geometrics Long Total PM 15: Access D/Access F & Access E Gateway at Prospect 3/25/2016 Synchro 9 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR2 NBL2 NBL NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.879 0.994 0.943 0.986 Flt Protected 0.995 0.955 0.977 0.999 Satd. Flow (prot) 0 1629 0 0 1768 0 0 0 1716 0 0 1835 Flt Permitted 0.995 0.955 0.977 0.999 Satd. Flow (perm) 0 1629 0 0 1768 0 0 0 1716 0 0 1835 Link Speed (mph) 30 30 30 30 Link Distance (ft) 304 420 246 670 Travel Time (s) 6.9 9.5 5.6 15.2 Intersection Summary Area Type: Other Lane Group SBR SBR2 SEL2 SEL SER Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 Grade (%) 0% Storage Length (ft) 0 0 0 Storage Lanes 0 1 0 Taper Length (ft) 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.882 Flt Protected 0.994 Satd. Flow (prot) 0 0 0 1633 0 Flt Permitted 0.994 Satd. Flow (perm) 0 0 0 1633 0 Link Speed (mph) 30 Link Distance (ft) 415 Travel Time (s) 9.4 Intersection Summary HCM 2010 TWSC Long Total AM 17: Access G & Frontage Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 10 135 1 5 70 5 35 0 5 0 0 5 Future Vol, veh/h 10 135 1 5 70 5 35 0 5 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 142 1 5 74 5 37 0 5 0 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 79 0 0 143 0 0 253 253 143 253 251 76 Stage 1 - - - - - - 164 164 - 87 87 - Stage 2 - - - - - - 89 89 - 166 164 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1519 - - 1440 - - 700 650 905 700 652 985 Stage 1 - - - - - - 838 762 - 921 823 - Stage 2 - - - - - - 918 821 - 836 762 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1519 - - 1440 - - 691 643 905 690 645 985 Mov Cap-2 Maneuver - - - - - - 691 643 - 690 645 - Stage 1 - - - - - - 832 756 - 914 820 - Stage 2 - - - - - - 910 818 - 825 756 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.5 10.4 8.7 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 712 1519 - - 1440 - - 985 HCM Lane V/C Ratio 0.059 0.007 - - 0.004 - - 0.005 HCM Control Delay (s) 10.4 7.4 - - 7.5 - - 8.7 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 Lanes and Geometrics Long Total AM 17: Access G & Frontage Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.991 0.984 0.865 Flt Protected 0.950 0.950 0.958 Satd. Flow (prot) 1770 1861 0 1770 1846 0 0 1756 0 0 1611 0 Flt Permitted 0.950 0.950 0.958 Satd. Flow (perm) 1770 1861 0 1770 1846 0 0 1756 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 670 300 288 259 Travel Time (s) 15.2 6.8 6.5 5.9 Intersection Summary Area Type: Other HCM 2010 TWSC Long Total PM 17: Access G & Frontage Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 5 110 1 10 210 0 130 0 10 0 0 10 Future Vol, veh/h 5 110 1 10 210 0 130 0 10 0 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 116 1 11 221 0 137 0 11 0 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 221 0 0 117 0 0 374 369 116 374 369 221 Stage 1 - - - - - - 127 127 - 242 242 - Stage 2 - - - - - - 247 242 - 132 127 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1348 - - 1471 - - 583 560 936 583 560 819 Stage 1 - - - - - - 877 791 - 762 705 - Stage 2 - - - - - - 757 705 - 871 791 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1348 - - 1471 - - 571 554 936 572 554 819 Mov Cap-2 Maneuver - - - - - - 571 554 - 572 554 - Stage 1 - - - - - - 874 788 - 759 700 - Stage 2 - - - - - - 742 700 - 858 788 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.3 13.2 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 587 1348 - - 1471 - - 819 HCM Lane V/C Ratio 0.251 0.004 - - 0.007 - - 0.013 HCM Control Delay (s) 13.2 7.7 - - 7.5 - - 9.5 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 1 0 - - 0 - - 0 Lanes and Geometrics Long Total PM 17: Access G & Frontage Road Gateway at Prospect 4/1/2016 Synchro 9 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 0 100 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.990 0.865 Flt Protected 0.950 0.950 0.956 Satd. Flow (prot) 1770 1861 0 1770 1863 0 0 1763 0 0 1611 0 Flt Permitted 0.950 0.950 0.956 Satd. Flow (perm) 1770 1861 0 1770 1863 0 0 1763 0 0 1611 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 670 300 288 285 Travel Time (s) 15.2 6.8 6.5 6.5 Intersection Summary Area Type: Other APPENDIX H 25 Prospect Summit View SW Frontage Road Mulberry SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 25 Prospect Summit View SW Frontage Road Mulberry SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Gateway at Prospect TIS, April 2016 (roundabout) WB Leg A A NB Leg A A SB Leg A A SE Leg A A OVERALL A A OVERALL C C AM/PM Rounded to Nearest 5 Vehicles Frontage Road 5/10 65/305 5/5 35/30 NOM 5/5 NOM 10/40 25/75 285/205 100/60 100/250 90/210 NOM NOM 5/10 5/5 370/835 10/40 510/590 60/75 NOM Access B Access C Access D Access E Access F 35/40 NOM 210/285 NOM Access G 35/130 NOM 5/10 10/5 135/110 NOM Access H 5/10 NOM 0/0 5/0 70/210 5/10 751/917 Frontage Road 243/303 112/180 58/77 NOM Access C Access E Access F 36/136 58/77 7/24 17/132 3/4 76/44 NOM 28/16 NOM 168/94 NOM 3/4 AM/PM Rounded to Nearest 5 Vehicles 172/201 21/31 153/208 25/30 92/214 20/29 23/28 166/277 189/305 117/198 112/243 156/277 85/193 268/520 291/442 15/61 180/165 12/4 26/49 0/0 2/0 40/41 4/7 3/10 0/1 67/135 15/61 27/78