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HomeMy WebLinkAboutGATEWAY AT PROSPECT - BDR200010 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYGATEWAY AT PROSPECT TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO APRIL 2020 Prepared for: Fort Collins/I-25 Interchange Corner, LLC c/o Tim McKenna 580 Hidden Valley Road Colorado Springs, CO 80919 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2026 DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 5 Bicycle Facilities .............................................................................................................. 5 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Trip Assignment .............................................................................................................. 9 Background Traffic Projections ..................................................................................... 15 Total Traffic Forecasts ................................................................................................... 15 Signal Warrants ............................................................................................................. 15 Geometry ...................................................................................................................... 15 Operation Analysis ........................................................................................................ 23 Pedestrian Level of Service ........................................................................................... 23 Bicycle Level of Service ................................................................................................ 29 Transit Level of Service ................................................................................................. 29 IV. CONCLUSIONS .................................................................................................... 30 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 11 3. Short Range (2024) Background Peak Hour Operation ......................................... 24 4. Long Range (2040) Background Peak Hour Operation ........................................... 25 5. Short Range (2024) Total Peak Hour Operation ..................................................... 26 6. Long Range (2040) Total Peak Hour Operation ...................................................... 27 DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 10 6. Trip Distribution ....................................................................................................... 12 7. Phase 1 (Short Range 2024) Site Generated Peak Hour Traffic ............................. 13 8. Full Development Site Generated Peak Hour Traffic ............................................... 14 9. Short Range (2024) Background Peak Hour Traffic ................................................ 16 10. Long Range (2040) Background Peak Hour Traffic................................................. 17 11. Short Range (2024) Total Peak Hour Traffic ........................................................... 18 12. Long Range (2040) Total Peak Hour Traffic ............................................................ 19 13. Short Range (2024) Geometry ................................................................................ 20 14. Long Range (2040) Geometry ................................................................................. 21 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 (2024) Background Peak Hour Operation F. Long Range (2040) Background Peak Hour Operation G. Short Range (2024) Total Peak Hour Operation H. Long Range (2040) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH Gateway at Prospect TIS, April 2020 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 2020 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 SW Frontage Road Mulberry Gateway at Prospect III IV V I II VI VII VIII Timberline SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 4 Prospect Summit View SW Frontage Road - Denotes Lane DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 5 Existing Traffic Recent peak hour traffic volumes at the Prospect/Summit View-Hageman’s Access and Prospect/SW Frontage Road intersections are shown in Figure 3. The counts at the Prospect/SW Frontage Road intersection were obtained in March 2020. The counts at the Prospect/Summit View-Hageman’s Access intersection were obtained by the City of Fort Collins in June 2019. Raw traffic count data is provided in Appendix B. Since the counts were performed on different days, the traffic volumes were averaged/balanced between the key intersections. The averaged/balanced recent peak hour traffic is shown in Figure 4. It is noted that the more recent traffic counts are not that different than those obtained 4-5 years ago. Existing Operation The Prospect/Summit View-Hageman’s Access and Prospect/SW Frontage Road 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 MTIS. The intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At unsignalized intersections, acceptable operation during the peak hours is defined as level of service D overall and level of service F for any approach leg for an arterial/collector, arterial/local, collector/local, and local/local intersection. At roundabout intersections, acceptable operation is considered to be at level of service E for any approach leg and level of service E overall. It is important to note that several intersections along Prospect Road in this area warrant auxiliary turn lanes. At the Prospect/Summit View-Hageman’s Access intersection, a westbound right-turn lane is warranted with the existing afternoon peak hour volume. Pedestrian Facilities There are no sidewalks along Prospect Road, Summit View Drive, and the SW Frontage Road. Bicycle Facilities There are narrow bicycle lanes along Prospect Road and Summit View Drive within the study area. RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 6 AM/PM Summit View 0/1 0/1 0/1 18/88 632/916 11/17 27/51 1097/858 5/5 32/21 8/1 73/33 Prospect SW Frontage Road 8/13 2/1 39/58 23/55 4/0 12/36 40/15 681/1065 15/3 21/20 1110/852 22/24 Hageman's Access AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 7 AM/PM Summit View 0/1 0/1 0/1 18/88 694/982 11/17 27/51 1097/858 5/5 33/22 8/1 73/33 Prospect SW Frontage Road 8/13 2/1 39/58 23/55 4/0 12/36 38/14 682/904 14/3 21/20 1110/852 22/24 Hageman's Access DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 8 Transit Facilities Currently, this area of Fort Collins is not served by Transfort transit service. 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 (56.5 secs) SB LT/T D E (59.1 secs) SB RT A A SB APPROACH D E (59.1 secs) OVERALL A A Prospect/SW 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 E (55.9 secs) SB LT/T/RT D E (58.5 secs) OVERALL A A DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 9 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 five acre commercial in the northwest quadrant of the Prospect/SW Frontage Road intersection. The short range analysis (Year 2024) 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 2040 and includes full development of the Gateway at Prospect site. The various site accesses are labelled on Figure 5. 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, 10 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 7,580 daily trip ends, 401 morning peak hour trip ends, and 599 afternoon peak hour trip ends. The trip generation for full development of the Gateway at Prospect site resulted in 18,264 daily trip ends, 807 morning peak hour trip ends, and 1,423 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 (2024) and long range (2040) 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. Figure 7 shows the short range (2024) Phase 1 site generated peak hour traffic assignment. Figure 8 shows the long range (2040) full development site generated peak hour traffic assignment. SCALE: 1"=500' SITE PLAN Figure 5 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 10 Access A Access B Access C Access F Access E Access G Access D Access H Prospect Road SW Frontage Road DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 11 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 820 Retail 45.0 KSF 37.75 1698 0.58 26 0.36 16 1.83 82 1.98 89 Area III 221 Multi-Family (Mid-Rise Apartment) 276 D.U. EQ 1502 EQ 24 EQ 69 EQ 71 EQ 46 Area IV 210 Single Family 60 DU 9.44 566 0.19 11 0.55 33 0.62 37 0.37 22 220 Multi-Family (Low-Rise Townhome) 510 D.U. EQ 3814 EQ 52 EQ 170 EQ 159 EQ 93 Phase 1 Total 7,580 113 288 349 250 Phase 2 Area II 945 Fueling Center 12 Positions EQ 2060 EQ 67 EQ 65 7.13 86 6.86 82 820 Retail 130.0 KSF 37.75 4908 0.58 75 0.36 47 1.83 238 1.98 257 310 Hotel 100 Rooms EQ 702 EQ 27 EQ 18 EQ 25 EQ 24 Area V 770 Business Park 233.0 KSF 12.44 2898 0.24 57 0.16 36 0.19 45 0.23 53 Area VI 710 Office 12.0 KSF 9.74 116 1.00 12 0.16 2 0.18 2 0.97 12 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 10,684 238 168 396 428 Full Development Total 18,264 351 456 745 678 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 Legend: VI 5% 5% 5% * Assigned (Pass-by calculated & 50% assumed from I-25) SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 12 PHASE 1 (SHORT RANGE 2024) SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 13 AM/PM SW Frontage Road Prospect 19/62 33/90 1/6 4/17 Access D Access E 27/15 131/78 Summit View 41/119 14/11 112/80 5/17 36/111 13/23 36/111 10/25 Access A SW Frontage Road 11/32 Access B 11/65 Hageman's Access -1/-7 113/68 14/30 132/130 6/19 135/95 30/94 5/17 19/59 6/18 1/2 1/3 8/27 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Gateway at Prospect MTIS, April 2020 Page 13 SW Frontage Road Access H Summit View 106/213 19/25 152/187 12/29 36/111 58/144 36/111 82/131 Access A Prospect SW Frontage Road 92/170 131/266 20/74 NOM 1/6 NOM 4/15 77/198 NOM NOOM 2/7 11/67 17/48 Access B Access C Access D Access E Access F 31/21 NOM 100/57 NOM Access G 25/60 3/7 34/ 22/73 0/1 2/11 Hageman's Access 113/68 74/181 130/351 137/288 86/154 193/465 6/19 22/44 DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 15 Background Traffic Projections Figures 9 and 10 show the respective short range (2024) and long range (2040) background traffic projections. The short range (2024) 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. In the long range (2040) future, it was assumed that the CSURF property, south of Prospect Road, would be developed as indicated in an earlier TIS. Total Traffic Forecasts Figures 11 and 12 show the respective short range (2024) and long range (2040) 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-Hageman’s Access and Prospect/SW Frontage Road intersections are currently signalized. The stop sign controlled intersections along the SW 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 (2024) 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. 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. Access B may only allow a northbound right-in movement. At the Prospect/SW Frontage Road intersection, a westbound and a southbound right-turn lane are required. The Prospect Road overpass of I-25 to the east is currently being reconstructed with a four- lane cross section. The City of Fort Collins has a design for the widening of Prospect Road west I-25. The widening of Prospect Road will likely occur prior to the short range (2024) future. Figure 14 shows a schematic of the long range (2040) geometry. It is assumed that Prospect Road would be improved to a four-lane arterial by/before the long range (2040) future. As mentioned above, the Prospect Road overpass of I-25 to the east is currently being reconstructed with a four-lane cross section. SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 16 AM/PM Summit View 0/1 0/1 0/1 20/97 766/1084 12/19 30/56 1211/947 5/5 36/24 8/1 81/36 Prospect SW Frontage Road 9/14 2/1 43/64 25/61 4/0 13/40 42/15 753/998 15/3 23/22 1225/941 24/26 Hageman's Access LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 17 Summit View 0/5 25/125 1150/1580 15/10 50/100 1585/1405 10/5 70/45 10/5 105/45 Prospect SW Frontage Road 110/310 20/50 150/435 30/80 40/35 15/50 55/20 945/1420 240/200 30/30 1515/1130 330/285 Hageman's Access AM/PM Rounded to Nearest 5 Vehicles 0/5 0/5 SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 17 AM/PM SW Frontage Road 1/6 4/17 Access D Access E 27/15 131/78 Access B 11/65 6/19 177/196 5/17 19/59 73/56 43/103 1/3 8/27 Prospect SW Frontage Road 9/14 97/132 2/1 43/64 39/91 4/0 145/170 53/47 752/991 15/3 42/84 1258/1031 36/111 24/26 1259/1031 36/111 812/1134 Access A 113/68 Summit View Hageman's Access 0/1 0/1 0/1 20/97 807/1203 12/19 44/67 1323/1027 5/5 41/41 8/1 81/36 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 18 SW Frontage Road Access H Summit View 25/125 1255/1815 15/10 70/125 1740/1595 10/5 85/75 10/5 105/45 35/110 1705/1655 35/110 1305/1785 Access A Prospect SW Frontage Road 150/190 935/1380 240/200 160/295 1535/1205 330/285 NOM 5/5 NOM 5/15 75/200 NOM NOM 5/10 10/65 20/50 Access B Access C Access D Access E Access F 30/20 NOM 100/60 NOM Access G 100/260 5/10 145/140 20/75 NOM 5/10 Hageman's Access SHORT RANGE (2024) GEOMETRY Figure 13 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 20 SW Frontage Road Access E Access B Access A Summit View STOP Access D - Denotes Lane Prospect SW Frontage Road Hageman's Access STOP LONG RANGE (2040) GEOMETRY Figure 14 DELICH ASSOCIATES Gateway at Prospect TIS, April 2020 Page 17 SW Frontage Road Access H Summit View Access A Prospect SW Frontage Road Access B Access C Access G Hageman's Access - Denotes Lane Access D Access E Access F STOP STOP STOP STOP STOP DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 23 Operation Analysis Operation analyses were performed at the Prospect/Summit View-Hageman’s Access, Prospect/SW Frontage Road, and the Site Access intersections. The operations analyses were conducted for the short range future, reflecting year 2024 condition, and the long range future, reflecting year 2040 condition. Since it is unknown when Prospect Road will be widened to a four-lane cross section, the short range (2024) analyses were performed assuming a two-lane cross section. The long range (2040) analyses are provided for informational and planning purposes. Using the traffic volumes shown in Figure 9, the Prospect/Summit View- Hageman’s Access and Prospect/SW Frontage Road intersections operate in the short range (2024) 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 Prospect/Summit View- Hageman’s Access and Prospect/SW Frontage Road intersections operate in the long range (2040) 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 before the long range (2040) future. Using the traffic volumes shown in Figure 11, the key intersections operate in the short range (2024) total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections will operate acceptably during the peak hours with recommended control and geometry. Using the traffic volumes shown in Figure 12, the key intersections operate in the long range (2040) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. 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 uses along Mulberry Street and the Frontage Road. In reality, it is not likely that there will be significant pedestrian interaction between the external destinations and the Gateway at Prospect land uses. Most/all of the pedestrian traffic will be within the Gateway at Prospect parcel. There will be sidewalks within the Gateway at Prospect parcel. Sidewalks will be incorporated into the Prospect Road improvements. DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 24 TABLE 3 Short Range (2024) 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/RT A A WB APPROACH A A NB LT/T/RT A E (56.4 secs) SB LT/T D E (59.2 secs) SB RT D A SB APPROACH D E (59.2 secs) OVERALL A A Prospect/SW Frontage Road (signal) EB LT B 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 (58.2 secs) OVERALL A A DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 25 TABLE 4 Long Range (2040) 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 A D SB LT/T D D SB RT D A SB APPROACH D D OVERALL A A Prospect/SW Frontage Road (signal) EB LT A B EB T A A EB RT A A EB APPROACH A A WB LT B B WB T A B WB RT A A WB APPROACH A B NB LT E (56.3 secs) D NB T D C NB RT D F (105.6 secs) NB APPROACH D E (76.0 secs) SB LT E (56.7 secs) D SB T E (57.6 secs) D SB RT A A SB APPROACH E (57.3 secs) D OVERALL B C DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 26 TABLE 5 Short Range (2024) 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 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 E (58.7 secs) E (59.0 secs) SB RT D A SB APPROACH E (58.2 secs) E (59.0 secs) OVERALL A A Prospect/Access A (RT-in/RT-out/LT-in) SB RT C B EB LT B B Prospect/SW Frontage Road (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 D D SB LT/T E (68.7 secs) E (60.3 secs) SB RT D D SB APPROACH E (68.2 secs) E (59.8 secs) OVERALL A A SW Frontage Road/Access B (RT-in/RT-out) EB RT A A SW Frontage Road/Access D & E (roundabout) EB Leg A A NB Leg A A SB Leg A A SE Leg A A OVERALL A A DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 27 TABLE 6 Long Range (2040) 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 A D SB LT/T D D SB RT D A SB APPROACH D D OVERALL A A Prospect/Access A (RT-in/RT-out/LT-in) SB RT D C EB LT C C Prospect/SW Frontage Road (signal) EB LT B C EB T A C EB RT A A EB APPROACH A C WB LT A F (121.5 secs) WB T B C WB RT A C WB APPROACH B D NB LT D E (55.6 secs) NB T D D NB RT D F (103.5 secs) NB APPROACH D E (79.2 secs) SB LT E (55.1 secs) F (84.7 secs) SB T D C SB RT A D SB APPROACH D E (72.3 secs) OVERALL B D Continued on next page DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 28 Continued from previous page TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM SW Frontage Road/Access B & C (RT-in/RT-out) EB RT B B WB RT B B SW Frontage Road/Access D, E & F (roundabout) EB Leg A A WB Leg A A NB Leg A A SB Leg A A SE Leg A A OVERALL A A SW Frontage Road/Access G (stop sign) NB LT/RT B B WB LT A A OVERALL A A SW Frontage Road/Access H (stop sign) EB LT/RT A A NB LT A A OVERALL A A DELICH Gateway at Prospect TIS, April 2020 ASSOCIATES Page 29 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 2020 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 (2024) and long range (2040) 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 7,580 daily trip ends, 401 morning peak hour trip ends, and 599 afternoon peak hour trip ends. The trip generation for full development of the Gateway at Prospect site resulted in 18,264 daily trip ends, 807 morning peak hour trip ends, and 1,423 afternoon peak hour trip ends. - The key intersections operate acceptably with the existing control, geometry, and signal timing. - The Prospect/Summit View and Prospect/SW Frontage Road intersections are currently signalized. The stop sign controlled intersections along the SW Frontage Road will not warrant signals in the future, nor do they meet the signal spacing criterion. - In the short range (2024) future, given development of the Gateway at Prospect site and an increase in background traffic, the key intersections will operate acceptably. - In the long range (2040) 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 (2040) future. - The short range (2024) geometry is shown in Figure 13. - The long range (2040) geometry is shown in Figure 14. - it is not likely that there will be significant pedestrian interaction between the external destinations and the Gateway at Prospect land uses. Most/all of the pedestrian traffic will be within the Gateway at Prospect parcel. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/4/2019 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/Summit View-Hageman's S = straight L = left turn Time Northbound: Hageman's 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 13 3 30 46 46 3 167 4 174 1 266 5 272 446 492 7:45 0 0 0 0 7 3 11 21 21 7 149 0 156 1 269 7 277 433 454 8:00 0 0 0 0 4 0 10 14 14 4 165 2 171 5 285 6 296 467 481 8:15 0 0 0 0 8 2 22 32 32 4 151 5 160 0 277 9 286 446 478 7:30-8:30 0 0 0 0 32 8 73 113 113 18 632 11 661 7 1097 27 1131 1792 1905 PHF n/a n/a n/a n/a 0.62 0.67 0.61 0.61 0.64 0.95 0.55 0.95 0.35 0.96 0.75 0.96 0.97 4:30 0 0 0 0 6 0 15 21 21 23 211 8 242 2 196 11 209 451 472 4:45 0 0 0 0 3 0 6 9 9 19 207 5 231 2 227 13 242 473 482 5:00 1 1 0 2 5 1 6 12 14 18 230 4 252 0 208 13 221 473 487 5:15 0 0 1 1 7 0 6 13 14 28 268 0 296 0 227 14 241 537 551 4:30-5:30 1 1 1 3 21 1 33 55 58 88 916 17 1021 4 858 51 913 1934 1992 PHF 0.25 0.25 0.25 0.38 0.75 0.25 0.55 0.65 0.79 0.85 0.53 0.86 0.5 0.94 0.91 0.94 0.9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/11/2020 Observer: Vickie Day: Wednesday 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 2 2 4 5 0 7 12 16 9 159 2 170 4 297 6 307 477 493 7:45 1 0 5 6 3 1 6 10 16 11 204 4 219 2 306 6 314 533 549 8:00 3 0 10 13 0 1 5 6 19 16 175 5 196 9 252 6 267 463 482 8:15 4 0 22 26 4 2 5 11 37 4 143 4 151 7 255 3 265 416 453 7:30-8:30 8 2 39 49 12 4 23 39 88 40 681 15 736 22 1110 21 1153 1889 1977 PHF 0.5 0.25 0.44 0.47 0.6 0.5 0.82 0.81 0.63 0.83 0.75 0.84 0.61 0.91 0.88 0.92 0.9 4:30 3 0 15 18 10 0 27 37 55 8 263 1 272 8 218 5 231 503 558 4:45 8 0 13 21 10 0 13 23 44 3 261 1 265 7 190 1 198 463 507 5:00 1 1 14 16 13 0 6 19 35 3 260 0 263 7 232 8 247 510 545 5:15 1 0 16 17 3 0 9 12 29 1 281 1 283 2 212 6 220 503 532 4:30-5:30 13 1 58 72 36 0 55 91 163 15 1065 3 1083 24 852 20 896 1979 2142 PHF 0.41 0.25 0.91 0.86 0.69 n/a 0.51 0.61 0.47 0.95 0.75 0.96 0.75 0.92 0.63 0.91 0.96 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/07/2020 Synchro 11 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) 18 694 11 5 1097 27 0 0 0 33 8 73 Future Volume (veh/h) 18 694 11 5 1097 27 0 0 0 33 8 73 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 20 789 12 6 1247 30 0 0 0 38 9 0 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 438 1645 25 583 1566 38 0 90 0 115 13 77 Arrive On Green 0.86 0.86 0.85 1.00 1.00 1.00 0.00 0.00 0.00 0.04 0.05 0.00 Sat Flow, veh/h 433 1911 29 679 1819 44 0 1870 0 1154 273 1585 Grp Volume(v), veh/h 20 0 801 6 0 1277 0 0 0 47 0 0 Grp Sat Flow(s),veh/h/ln 433 0 1940 679 0 1862 0 1870 0 1427 0 1585 Q Serve(g_s), s 0.7 0.0 10.8 0.1 0.0 0.0 0.0 0.0 0.0 3.6 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 10.8 10.9 0.0 0.0 0.0 0.0 0.0 3.6 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.02 0.00 0.00 0.81 1.00 Lane Grp Cap(c), veh/h 438 0 1670 583 0 1603 0 90 0 115 0 77 V/C Ratio(X) 0.05 0.00 0.48 0.01 0.00 0.80 0.00 0.00 0.00 0.41 0.00 0.00 Avail Cap(c_a), veh/h 438 0 1670 583 0 1603 0 340 0 306 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 0.45 0.00 0.45 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.1 0.0 1.8 0.6 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 1.0 0.0 0.0 1.9 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 0.0 0.0 1.4 0.0 0.0 0.9 0.0 0.0 0.0 1.4 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.3 0.0 2.8 0.6 0.0 1.9 0.0 0.0 0.0 54.2 0.0 0.0 LnGrp LOS AAAAAAAAADAA Approach Vol, veh/h 821 1283 0 47 Approach Delay, s/veh 2.8 1.9 0.0 54.2 Approach LOS A A D Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 10.3 99.7 10.3 99.7 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 5.6 12.8 0.0 12.9 Green Ext Time (p_c), s 0.1 3.5 0.0 8.6 Intersection Summary HCM 6th Ctrl Delay 3.4 HCM 6th LOS A Timing Report, Sorted By Phase Recent AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/07/2020 Synchro 11 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 100 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 Lanes and Geometrics Recent AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/07/2020 Synchro 11 Light Report Delich Associates recent 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 14 8 11 11 8 8 10 8 12 8 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 350 0 100 0 0 0 0 185 Storage Lanes 1 0 1 0 0 0 0 1 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 0.998 0.996 0.850 Flt Protected 0.950 0.950 0.961 Satd. Flow (prot) 1770 1983 0 1711 1793 0 0 1739 0 0 1551 1583 Flt Permitted 0.123 0.320 0.767 Satd. Flow (perm) 229 1983 0 576 1793 0 0 1739 0 0 1238 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 3 83 Link Speed (mph) 45 45 25 35 Link Distance (ft) 387 1915 302 657 Travel Time (s) 5.9 29.0 8.2 12.8 Intersection Summary Area Type: Other HCM 6th Signalized Intersection Summary Recent PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/07/2020 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) 88 982 17 5 858 51 1 1 1 22 1 33 Future Volume (veh/h) 88 982 17 5 858 51 1 1 1 22 1 33 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 98 1091 19 6 953 56 1 1 0 24 1 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 554 1684 29 429 1545 91 67 36 0 103 2 52 Arrive On Green 0.88 0.88 0.88 1.00 1.00 1.00 0.02 0.03 0.00 0.02 0.03 0.00 Sat Flow, veh/h 559 1906 33 508 1749 103 673 1103 0 1332 55 1585 Grp Volume(v), veh/h 98 0 1110 6 0 1009 2 0 0 25 0 0 Grp Sat Flow(s),veh/h/ln 559 0 1939 508 0 1852 1776 0 0 1387 0 1585 Q Serve(g_s), s 3.0 0.0 18.7 0.3 0.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 Cycle Q Clear(g_c), s 3.0 0.0 18.7 19.0 0.0 0.0 0.1 0.0 0.0 2.1 0.0 0.0 Prop In Lane 1.00 0.02 1.00 0.06 0.50 0.00 0.96 1.00 Lane Grp Cap(c), veh/h 554 0 1713 429 0 1636 89 0 0 93 0 52 V/C Ratio(X) 0.18 0.00 0.65 0.01 0.00 0.62 0.02 0.00 0.00 0.27 0.00 0.00 Avail Cap(c_a), veh/h 554 0 1713 429 0 1636 304 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 0.78 0.00 0.78 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.0 0.0 1.9 1.7 0.0 0.0 56.4 0.0 0.0 57.6 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 1.9 0.0 0.0 1.4 0.1 0.0 0.0 1.5 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 0.1 0.0 1.7 0.0 0.0 0.6 0.1 0.0 0.0 0.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.7 0.0 3.8 1.7 0.0 1.4 56.5 0.0 0.0 59.1 0.0 0.0 LnGrp LOS AAAAAAEAAEAA Approach Vol, veh/h 1208 1015 2 25 Approach Delay, s/veh 3.6 1.4 56.5 59.1 Approach LOS AAEE Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 9.0 111.0 9.0 111.0 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 4.1 20.7 2.1 21.0 Green Ext Time (p_c), s 0.0 7.6 0.0 5.0 Intersection Summary HCM 6th Ctrl Delay 3.3 HCM 6th LOS A Timing Report, Sorted By Phase Recent PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/07/2020 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 Queues Recent PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/07/2020 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBL EBT WBL WBT NBT SBT SBR Lane Group Flow (vph) 98 1110 6 1010 3 25 37 v/c Ratio 0.25 0.64 0.02 0.65 0.03 0.28 0.24 Control Delay 3.8 5.5 2.0 4.6 44.3 59.8 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.8 5.5 2.0 4.6 44.3 59.8 19.5 Queue Length 50th (ft) 11 224 0 158 1 19 0 Queue Length 95th (ft) 30 392 m1 205 12 47 34 Internal Link Dist (ft) 307 1835 222 577 Turn Bay Length (ft) 350 100 185 Base Capacity (vph) 398 1722 326 1553 249 197 294 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.25 0.64 0.02 0.65 0.01 0.13 0.13 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Recent AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/07/2020 Synchro 11 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) 38 682 14 22 1110 21 8 2 39 12 4 23 Future Volume (veh/h) 38 682 14 22 1110 21 8 2 39 12 4 23 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 802 16 26 1306 25 9 2 0 14 5 0 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 294 1595 32 649 1596 31 107 12 0 99 15 0 Arrive On Green 1.00 1.00 1.00 0.87 0.87 0.86 0.03 0.04 0.00 0.03 0.04 0.00 Sat Flow, veh/h 411 1827 36 668 1829 35 1292 317 0 1161 415 0 Grp Volume(v), veh/h 45 0 818 26 0 1331 11 0 0 19 0 0 Grp Sat Flow(s),veh/h/ln 411 0 1864 668 0 1864 1610 0 0 1576 0 0 Q Serve(g_s), s 5.0 0.0 0.0 0.6 0.0 35.0 0.0 0.0 0.0 0.6 0.0 0.0 Cycle Q Clear(g_c), s 40.0 0.0 0.0 0.6 0.0 35.0 0.7 0.0 0.0 1.2 0.0 0.0 Prop In Lane 1.00 0.02 1.00 0.02 0.82 0.00 0.74 0.00 Lane Grp Cap(c), veh/h 294 0 1627 649 0 1627 103 0 0 100 0 0 V/C Ratio(X) 0.15 0.00 0.50 0.04 0.00 0.82 0.11 0.00 0.00 0.19 0.00 0.00 Avail Cap(c_a), veh/h 294 0 1627 649 0 1627 318 0 0 320 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.00 0.87 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 7.3 0.0 0.0 0.9 0.0 3.1 51.8 0.0 0.0 52.0 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 1.0 0.1 0.0 4.7 0.4 0.0 0.0 0.9 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.4 0.0 0.0 5.9 0.3 0.0 0.0 0.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 8.3 0.0 1.0 1.0 0.0 7.8 52.2 0.0 0.0 52.9 0.0 0.0 LnGrp LOS AAAAAADAADAA Approach Vol, veh/h 863 1357 11 19 Approach Delay, s/veh 1.3 7.7 52.2 52.9 Approach LOS A A D D Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 9.0 101.0 9.0 101.0 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 3.2 42.0 2.7 37.0 Green Ext Time (p_c), s 0.0 4.3 0.0 10.3 Intersection Summary HCM 6th Ctrl Delay 5.9 HCM 6th LOS A Timing Report, Sorted By Phase Recent AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/07/2020 Synchro 11 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 Lanes and Geometrics Recent AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/07/2020 Synchro 11 Light Report Delich Associates recent 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) 50 0 200 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 0.997 0.997 0.891 0.921 Flt Protected 0.950 0.950 0.992 0.985 Satd. Flow (prot) 1770 1857 0 1770 1857 0 0 1646 0 0 1690 0 Flt Permitted 0.117 0.322 0.954 0.911 Satd. Flow (perm) 218 1857 0 600 1857 0 0 1583 0 0 1563 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 2 46 27 Link Speed (mph) 35 35 35 35 Link Distance (ft) 1915 518 479 440 Travel Time (s) 37.3 10.1 9.3 8.6 Intersection Summary Area Type: Other HCM 6th Signalized Intersection Summary Recent PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/07/2020 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) 14 904 3 24 852 20 13 1 58 36 0 55 Future Volume (veh/h) 14 904 3 24 852 20 13 1 58 36 0 55 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 942 3 25 888 20 14 1 3 38 0 7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 516 1618 5 575 1582 36 110 12 14 118 0 11 Arrive On Green 1.00 1.00 1.00 0.87 0.87 0.86 0.04 0.05 0.04 0.04 0.00 0.04 Sat Flow, veh/h 614 1863 6 593 1822 41 1161 258 284 1286 0 237 Grp Volume(v), veh/h 15 0 945 25 0 908 18 0 0 45 0 0 Grp Sat Flow(s),veh/h/ln 614 0 1869 593 0 1863 1703 0 0 1523 0 0 Q Serve(g_s), s 0.4 0.0 0.0 0.7 0.0 15.1 0.0 0.0 0.0 2.3 0.0 0.0 Cycle Q Clear(g_c), s 15.5 0.0 0.0 0.7 0.0 15.1 1.2 0.0 0.0 3.4 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.78 0.17 0.84 0.16 Lane Grp Cap(c), veh/h 516 0 1623 575 0 1618 122 0 0 116 0 0 V/C Ratio(X) 0.03 0.00 0.58 0.04 0.00 0.56 0.15 0.00 0.00 0.39 0.00 0.00 Avail Cap(c_a), veh/h 516 0 1623 575 0 1618 282 0 0 274 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.00 0.72 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.1 0.0 0.0 1.1 0.0 2.0 55.3 0.0 0.0 56.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.1 0.1 0.0 1.4 0.6 0.0 0.0 2.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.5 0.1 0.0 2.9 0.5 0.0 0.0 1.4 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.2 0.0 1.1 1.2 0.0 3.4 55.9 0.0 0.0 58.5 0.0 0.0 LnGrp LOS AAAAAAEAAEAA Approach Vol, veh/h 960 933 18 45 Approach Delay, s/veh 1.1 3.4 55.9 58.5 Approach LOS AAEE Timer - 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 18.0 90.0 18.0 90.0 Max Q Clear Time (g_c+I1), s 5.4 17.5 3.2 17.1 Green Ext Time (p_c), s 0.1 4.7 0.0 4.5 Intersection Summary HCM 6th Ctrl Delay 4.0 HCM 6th LOS A Timing Report, Sorted By Phase Recent PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/07/2020 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 65 Offset: 114 (95%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Recent PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/07/2020 Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 15 945 25 909 75 95 v/c Ratio 0.04 0.61 0.06 0.59 0.41 0.57 Control Delay 2.5 5.2 2.8 5.6 24.0 38.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.5 5.2 2.8 5.6 24.0 38.7 Queue Length 50th (ft) 1 178 3 172 11 31 Queue Length 95th (ft) m3 324 10 334 56 85 Internal Link Dist (ft) 1835 438 399 360 Turn Bay Length (ft) 50 200 Base Capacity (vph) 426 1547 405 1543 284 262 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.04 0.61 0.06 0.59 0.26 0.36 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX D HCM 6th Signalized Intersection Summary Short Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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) 20 766 12 5 121 30 0 0 1 36 8 81 Future Volume (veh/h) 20 766 12 5 121 30 0 0 1 36 8 81 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 21 790 12 5 125 26 0 0 0 37 8 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 1129 1644 25 582 1609 1295 0 91 0 117 12 77 Arrive On Green 0.86 0.86 0.85 1.00 1.00 1.00 0.00 0.00 0.00 0.04 0.05 0.05 Sat Flow, veh/h 1236 1911 29 678 1870 1522 0 1870 0 1169 253 1585 Grp Volume(v), veh/h 21 0 802 5 125 26 0 0 0 45 0 6 Grp Sat Flow(s),veh/h/ln 1236 0 1940 678 1870 1522 0 1870 0 1422 0 1585 Q Serve(g_s), s 0.3 0.0 10.8 0.1 0.0 0.0 0.0 0.0 0.0 3.5 0.0 0.4 Cycle Q Clear(g_c), s 0.3 0.0 10.8 10.9 0.0 0.0 0.0 0.0 0.0 3.5 0.0 0.4 Prop In Lane 1.00 0.01 1.00 1.00 0.00 0.00 0.82 1.00 Lane Grp Cap(c), veh/h 1129 0 1669 582 1609 1295 0 91 0 116 0 77 V/C Ratio(X) 0.02 0.00 0.48 0.01 0.08 0.02 0.00 0.00 0.00 0.39 0.00 0.08 Avail Cap(c_a), veh/h 1129 0 1669 582 1609 1295 0 340 0 305 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 0.38 0.38 0.38 0.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 1.1 0.0 1.8 0.6 0.0 0.0 0.0 0.0 0.0 51.8 0.0 50.0 Incr Delay (d2), s/veh 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 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 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 0.0 1.3 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.1 0.0 2.8 0.6 0.0 0.0 0.0 0.0 0.0 53.9 0.0 50.4 LnGrp LOS AAAAAAAAADAD Approach Vol, veh/h 823 156 0 51 Approach Delay, s/veh 2.8 0.1 0.0 53.5 Approach LOS A A D Timer - 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 5.5 12.8 0.0 12.9 Green Ext Time (p_c), s 0.1 3.3 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 4.9 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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 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 Queues Short Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBT WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 21 802 5 125 31 1 45 84 v/c Ratio 0.02 0.48 0.01 0.08 0.03 0.00 0.39 0.38 Control Delay 2.5 4.3 3.0 2.7 1.5 0.0 55.8 14.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 2.5 4.3 3.0 2.7 1.5 0.0 55.8 14.7 Queue Length 50th (ft) 2 133 1 13 0 0 30 0 Queue Length 95th (ft) 8 237 m1 m25 m2 0 66 45 Internal Link Dist (ft) 307 1835 222 577 Turn Bay Length (ft) 350 100 200 185 Base Capacity (vph) 1066 1677 488 1523 1155 490 224 356 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.02 0.48 0.01 0.08 0.03 0.00 0.20 0.24 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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) 97 1084 19 5 947 56 1 1 1 24 1 36 Future Volume (veh/h) 97 1084 19 5 947 56 1 1 1 24 1 36 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 107 1191 21 5 1041 52 1 1 0 26 1 0 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 515 1682 30 376 1651 1330 67 39 0 104 2 54 Arrive On Green 0.88 0.88 0.87 1.00 1.00 1.00 0.03 0.03 0.00 0.03 0.03 0.00 Sat Flow, veh/h 516 1906 34 461 1870 1522 650 1133 0 1334 51 1585 Grp Volume(v), veh/h 107 0 1212 5 1041 52 2 0 0 27 0 0 Grp Sat Flow(s),veh/h/ln 516 0 1939 461 1870 1522 1783 0 0 1386 0 1585 Q Serve(g_s), s 3.7 0.0 23.5 0.3 0.0 0.0 0.0 0.0 0.0 2.2 0.0 0.0 Cycle Q Clear(g_c), s 3.7 0.0 23.5 23.8 0.0 0.0 0.1 0.0 0.0 2.3 0.0 0.0 Prop In Lane 1.00 0.02 1.00 1.00 0.50 0.00 0.96 1.00 Lane Grp Cap(c), veh/h 515 0 1711 376 1651 1330 91 0 0 95 0 54 V/C Ratio(X) 0.21 0.00 0.71 0.01 0.63 0.04 0.02 0.00 0.00 0.29 0.00 0.00 Avail Cap(c_a), veh/h 515 0 1711 376 1651 1330 305 0 0 276 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 0.71 0.71 0.71 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.0 0.0 2.2 2.6 0.0 0.0 56.3 0.0 0.0 57.5 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 2.5 0.0 1.3 0.0 0.1 0.0 0.0 1.6 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 2.3 0.0 0.6 0.0 0.1 0.0 0.0 0.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.0 0.0 4.7 2.7 1.3 0.0 56.4 0.0 0.0 59.2 0.0 0.0 LnGrp LOS AAAAAAEAAEAA Approach Vol, veh/h 1319 1098 2 27 Approach Delay, s/veh 4.5 1.3 56.4 59.2 Approach LOS AAEE Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 9.1 110.9 9.1 110.9 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 4.3 25.5 2.1 25.8 Green Ext Time (p_c), s 0.0 9.6 0.0 5.4 Intersection Summary HCM 6th Ctrl Delay 3.7 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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 Queues Short Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBT WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 107 1212 5 1041 62 3 27 40 v/c Ratio 0.28 0.71 0.02 0.67 0.05 0.03 0.30 0.25 Control Delay 4.4 6.7 2.2 4.4 0.6 44.3 60.1 19.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.4 6.7 2.2 4.4 0.6 44.3 60.1 19.1 Queue Length 50th (ft) 13 281 0 163 0 1 20 0 Queue Length 95th (ft) 35 507 m1 213 m4 11 50 34 Internal Link Dist (ft) 307 1835 222 577 Turn Bay Length (ft) 350 100 200 185 Base Capacity (vph) 376 1719 263 1562 1190 249 197 297 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.28 0.71 0.02 0.67 0.05 0.01 0.14 0.13 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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) 42 753 15 24 1225 23 9 2 43 13 4 25 Future Volume (veh/h) 42 753 15 24 1225 23 9 2 43 13 4 25 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 837 17 27 1361 26 10 2 0 14 4 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 261 1594 32 629 1596 30 108 10 0 103 13 0 Arrive On Green 1.00 1.00 1.00 0.87 0.87 0.86 0.03 0.04 0.00 0.03 0.04 0.00 Sat Flow, veh/h 390 1827 37 646 1829 35 1331 266 0 1220 349 0 Grp Volume(v), veh/h 47 0 854 27 0 1387 12 0 0 18 0 0 Grp Sat Flow(s),veh/h/ln 390 0 1864 646 0 1864 1597 0 0 1569 0 0 Q Serve(g_s), s 6.5 0.0 0.0 0.6 0.0 40.7 0.0 0.0 0.0 0.4 0.0 0.0 Cycle Q Clear(g_c), s 47.3 0.0 0.0 0.6 0.0 40.7 0.7 0.0 0.0 1.2 0.0 0.0 Prop In Lane 1.00 0.02 1.00 0.02 0.83 0.00 0.78 0.00 Lane Grp Cap(c), veh/h 261 0 1626 629 0 1627 104 0 0 101 0 0 V/C Ratio(X) 0.18 0.00 0.53 0.04 0.00 0.85 0.12 0.00 0.00 0.18 0.00 0.00 Avail Cap(c_a), veh/h 261 0 1626 629 0 1627 318 0 0 319 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.00 0.87 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 10.0 0.0 0.0 0.9 0.0 3.5 51.8 0.0 0.0 52.0 0.0 0.0 Incr Delay (d2), s/veh 1.3 0.0 1.1 0.1 0.0 5.9 0.5 0.0 0.0 0.8 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.5 0.0 0.0 7.0 0.3 0.0 0.0 0.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.3 0.0 1.1 1.1 0.0 9.4 52.3 0.0 0.0 52.8 0.0 0.0 LnGrp LOS BAAAAADAADAA Approach Vol, veh/h 901 1414 12 18 Approach Delay, s/veh 1.6 9.2 52.3 52.8 Approach LOS A A D D Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 9.0 101.0 9.0 101.0 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 3.2 49.3 2.7 42.7 Green Ext Time (p_c), s 0.0 4.6 0.0 11.3 Intersection Summary HCM 6th Ctrl Delay 6.8 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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 110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Short Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 47 854 27 1387 60 46 v/c Ratio 0.32 0.53 0.05 0.86 0.37 0.33 Control Delay 8.3 3.8 2.1 13.9 24.5 31.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.3 3.8 2.1 13.9 24.5 31.0 Queue Length 50th (ft) 5 119 2 447 8 12 Queue Length 95th (ft) m22 218 8 #1201 49 48 Internal Link Dist (ft) 1835 438 399 360 Turn Bay Length (ft) 50 200 Base Capacity (vph) 147 1605 494 1605 326 303 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.32 0.53 0.05 0.86 0.18 0.15 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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) 15 998 3 26 941 22 14 1 64 40 0 61 Future Volume (veh/h) 15 998 3 26 941 22 14 1 64 40 0 61 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 16 1040 3 27 980 22 15 1 3 42 0 13 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 452 1604 5 525 1568 35 122 12 15 118 0 20 Arrive On Green 1.00 1.00 1.00 0.86 0.86 0.85 0.05 0.06 0.05 0.05 0.00 0.05 Sat Flow, veh/h 562 1864 5 541 1822 41 1215 222 269 1164 0 360 Grp Volume(v), veh/h 16 0 1043 27 0 1002 19 0 0 55 0 0 Grp Sat Flow(s),veh/h/ln 562 0 1869 541 0 1863 1706 0 0 1524 0 0 Q Serve(g_s), s 0.7 0.0 0.0 0.9 0.0 19.5 0.0 0.0 0.0 3.0 0.0 0.0 Cycle Q Clear(g_c), s 20.2 0.0 0.0 0.9 0.0 19.5 1.2 0.0 0.0 4.2 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.02 0.79 0.16 0.76 0.24 Lane Grp Cap(c), veh/h 452 0 1609 525 0 1603 135 0 0 126 0 0 V/C Ratio(X) 0.04 0.00 0.65 0.05 0.00 0.63 0.14 0.00 0.00 0.44 0.00 0.00 Avail Cap(c_a), veh/h 452 0 1609 525 0 1603 283 0 0 274 0 0 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.64 0.00 0.64 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.9 0.0 0.0 1.2 0.0 2.5 54.5 0.0 0.0 55.8 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.3 0.2 0.0 1.9 0.5 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 0.1 0.0 0.6 0.1 0.0 4.2 0.6 0.0 0.0 1.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.0 0.0 1.3 1.4 0.0 4.4 54.9 0.0 0.0 58.2 0.0 0.0 LnGrp LOS AAAAAADAAEAA Approach Vol, veh/h 1059 1029 19 55 Approach Delay, s/veh 1.3 4.3 54.9 58.2 Approach LOS A A D E Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 11.7 108.3 11.7 108.3 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 6.2 22.2 3.2 21.5 Green Ext Time (p_c), s 0.1 5.7 0.0 5.5 Intersection Summary HCM 6th Ctrl Delay 4.7 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 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 75 Offset: 114 (95%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Short Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/21/2020 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBT WBL WBT NBT SBT Lane Group Flow (vph) 16 1043 27 1003 83 106 v/c Ratio 0.04 0.68 0.08 0.66 0.42 0.62 Control Delay 3.1 6.5 3.2 7.1 22.4 42.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.1 6.5 3.2 7.1 22.4 42.0 Queue Length 50th (ft) 2 233 3 224 12 39 Queue Length 95th (ft) m4 382 12 445 59 95 Internal Link Dist (ft) 1835 438 399 360 Turn Bay Length (ft) 50 200 Base Capacity (vph) 360 1534 335 1530 289 256 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.04 0.68 0.08 0.66 0.29 0.41 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX E HCM 6th Signalized Intersection Summary Long Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/08/2020 Synchro 11 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 1150 15 10 1585 50 0 0 0 70 10 105 Future Volume (veh/h) 25 1150 15 10 1585 50 0 0 0 70 10 105 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 26 1186 14 10 1634 32 0 0 0 72 10 10 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 354 2915 34 418 2723 1166 0 152 0 162 14 129 Arrive On Green 0.03 0.78 0.77 0.04 1.00 1.00 0.00 0.00 0.00 0.07 0.08 0.08 Sat Flow, veh/h 1781 3741 44 1781 3554 1522 0 1870 0 1231 171 1585 Grp Volume(v), veh/h 26 586 614 10 1634 32 0 0 0 82 0 10 Grp Sat Flow(s),veh/h/ln 1781 1848 1937 1781 1777 1522 0 1870 0 1402 0 1585 Q Serve(g_s), s 0.3 11.3 11.3 0.1 0.0 0.0 0.0 0.0 0.0 6.3 0.0 0.6 Cycle Q Clear(g_c), s 0.3 11.3 11.3 0.1 0.0 0.0 0.0 0.0 0.0 6.3 0.0 0.6 Prop In Lane 1.00 0.02 1.00 1.00 0.00 0.00 0.88 1.00 Lane Grp Cap(c), veh/h 354 1440 1510 418 2723 1166 0 152 0 163 0 129 V/C Ratio(X) 0.07 0.41 0.41 0.02 0.60 0.03 0.00 0.00 0.00 0.50 0.00 0.08 Avail Cap(c_a), veh/h 407 1440 1510 494 2723 1166 0 340 0 304 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 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 2.1 3.9 3.9 2.9 0.0 0.0 0.0 0.0 0.0 49.7 0.0 46.7 Incr Delay (d2), s/veh 0.1 0.9 0.8 0.0 1.0 0.0 0.0 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 0.1 3.1 3.2 0.0 0.4 0.0 0.0 0.0 0.0 2.3 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.2 4.8 4.7 2.9 1.0 0.0 0.0 0.0 0.0 52.1 0.0 46.9 LnGrp LOS AAAAAAAAADAD Approach Vol, veh/h 1226 1676 0 92 Approach Delay, s/veh 4.7 1.0 0.0 51.6 Approach LOS A A D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 14.0 5.3 90.7 14.0 6.7 89.3 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 19.0 6.0 69.0 19.0 6.0 69.0 Max Q Clear Time (g_c+I1), s 8.3 2.1 13.3 0.0 2.3 2.0 Green Ext Time (p_c), s 0.1 0.0 4.6 0.0 0.0 9.8 Intersection Summary HCM 6th Ctrl Delay 4.1 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/08/2020 Synchro 11 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) 25 10 75 25 10 75 Maximum Split (%) 22.7% 9.1% 68.2% 22.7% 9.1% 68.2% Minimum Split (s) 24 9.5 24 25 9.5 24 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) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 31 41 6 31 41 End Time (s) 31 41 6 31 41 6 Yield/Force Off (s) 25 37 0 25 37 0 Yield/Force Off 170(s) 25 37 100 15 37 0 Local Start Time (s) 6 31 41 6 31 41 Local Yield (s) 25 37 0 25 37 0 Local Yield 170(s) 25 37 100 15 37 0 Intersection Summary Cycle Length 110 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 Queues Long Bkgrd AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/08/2020 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBT WBL WBT WBR SBT SBR Lane Group Flow (vph) 26 1201 10 1634 52 82 108 v/c Ratio 0.10 0.42 0.03 0.65 0.05 0.54 0.37 Control Delay 3.8 5.8 3.8 8.3 1.8 57.5 11.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.8 5.8 3.8 8.3 1.8 57.5 11.5 Queue Length 50th (ft) 3 114 1 203 0 55 0 Queue Length 95th (ft) 10 264 m3 278 m5 100 48 Internal Link Dist (ft) 307 750 577 Turn Bay Length (ft) 350 100 200 185 Base Capacity (vph) 253 2888 381 2495 1019 220 376 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.10 0.42 0.03 0.65 0.05 0.37 0.29 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/08/2020 Synchro 11 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) 125 1580 10 5 1405 100 5 5 5 45 5 45 Future Volume (veh/h) 125 1580 10 5 1405 100 5 5 5 45 5 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 132 1663 11 5 1479 76 5 5 1 47 5 0 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 405 3051 20 288 2777 1189 75 62 9 134 8 88 Arrive On Green 0.04 0.81 0.80 0.03 1.00 1.00 0.05 0.06 0.05 0.05 0.06 0.00 Sat Flow, veh/h 1781 3764 25 1781 3554 1522 501 1119 162 1290 137 1585 Grp Volume(v), veh/h 132 816 858 5 1479 76 11 0 0 52 0 0 Grp Sat Flow(s),veh/h/ln 1781 1848 1941 1781 1777 1522 1781 0 0 1427 0 1585 Q Serve(g_s), s 1.4 16.5 16.5 0.1 0.0 0.0 0.0 0.0 0.0 3.3 0.0 0.0 Cycle Q Clear(g_c), s 1.4 16.5 16.5 0.1 0.0 0.0 0.6 0.0 0.0 3.9 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 0.45 0.09 0.90 1.00 Lane Grp Cap(c), veh/h 405 1498 1573 288 2777 1189 131 0 0 129 0 88 V/C Ratio(X) 0.33 0.54 0.55 0.02 0.53 0.06 0.08 0.00 0.00 0.40 0.00 0.00 Avail Cap(c_a), veh/h 487 1498 1573 374 2777 1189 333 0 0 304 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 1.5 3.5 3.5 3.0 0.0 0.0 49.6 0.0 0.0 51.3 0.0 0.0 Incr Delay (d2), s/veh 0.5 1.4 1.4 0.0 0.7 0.1 0.3 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 3.9 4.1 0.0 0.3 0.0 0.3 0.0 0.0 1.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.9 5.0 4.9 3.1 0.7 0.1 49.9 0.0 0.0 53.3 0.0 0.0 LnGrp LOS AAAAAADAADAA Approach Vol, veh/h 1806 1560 11 52 Approach Delay, s/veh 4.7 0.7 49.9 53.3 Approach LOS A A D D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 11.1 4.7 94.2 11.1 7.9 90.9 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 19.0 6.0 69.0 19.0 9.0 66.0 Max Q Clear Time (g_c+I1), s 5.9 2.1 18.5 2.6 3.4 2.0 Green Ext Time (p_c), s 0.1 0.0 8.2 0.0 0.1 8.4 Intersection Summary HCM 6th Ctrl Delay 3.8 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/08/2020 Synchro 11 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) 25 10 75 25 13 72 Maximum Split (%) 22.7% 9.1% 68.2% 22.7% 11.8% 65.5% Minimum Split (s) 24 9.5 24 25 8 24 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) 555545 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 31 41 6 31 44 End Time (s) 31 41 6 31 44 6 Yield/Force Off (s) 25 37 0 25 40 0 Yield/Force Off 170(s) 25 37 100 15 40 0 Local Start Time (s) 6 31 41 6 31 44 Local Yield (s) 25 37 0 25 40 0 Local Yield 170(s) 25 37 100 15 40 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 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 Queues Long Bkgrd PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/08/2020 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBT WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 132 1674 5 1479 105 15 52 47 v/c Ratio 0.41 0.54 0.02 0.60 0.10 0.10 0.44 0.21 Control Delay 5.9 5.7 3.4 9.8 2.7 35.1 56.7 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 5.7 3.4 9.8 2.7 35.1 56.7 7.0 Queue Length 50th (ft) 13 165 1 245 0 7 35 0 Queue Length 95th (ft) 30 391 m2 361 23 26 73 20 Internal Link Dist (ft) 307 750 222 577 Turn Bay Length (ft) 350 100 200 185 Base Capacity (vph) 348 3095 272 2483 1024 273 216 344 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.38 0.54 0.02 0.60 0.10 0.05 0.24 0.14 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 55 945 240 330 1515 30 110 20 150 15 40 30 Future Volume (veh/h) 55 945 240 330 1515 30 110 20 150 15 40 30 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 995 192 347 1595 0 116 21 16 16 42 0 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 278 2371 1058 473 2573 1148 201 153 129 89 92 78 Arrive On Green 0.03 0.67 0.67 0.09 0.72 0.00 0.06 0.08 0.08 0.03 0.05 0.00 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 58 995 192 347 1595 0 116 21 16 16 42 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 1.2 15.1 5.4 6.4 26.3 0.0 3.8 1.2 1.1 0.5 2.6 0.0 Cycle Q Clear(g_c), s 1.2 15.1 5.4 6.4 26.3 0.0 3.8 1.2 1.1 0.5 2.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 2371 1058 473 2573 1148 201 153 129 89 92 78 V/C Ratio(X) 0.21 0.42 0.18 0.73 0.62 0.00 0.58 0.14 0.12 0.18 0.46 0.00 Avail Cap(c_a), veh/h 312 2371 1058 650 2573 1148 325 224 190 207 192 163 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 7.5 9.0 7.4 8.5 8.1 0.0 53.7 49.9 49.9 55.8 54.1 0.0 Incr Delay (d2), s/veh 0.4 0.5 0.4 2.7 1.1 0.0 2.6 0.4 0.4 0.9 3.5 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 0.4 5.5 1.8 2.5 8.9 0.0 1.7 0.6 0.4 0.2 1.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 7.9 9.5 7.7 11.2 9.2 0.0 56.3 50.3 50.3 56.7 57.6 0.0 LnGrp LOS AAABAAEDDEEA Approach Vol, veh/h 1245 1942 153 58 Approach Delay, s/veh 9.2 9.6 54.9 57.3 Approach LOS A A D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.8 10.8 13.4 83.1 6.0 14.5 6.7 89.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 10.0 11.0 21.0 55.0 6.0 13.0 5.0 71.0 Max Q Clear Time (g_c+I1), s 5.8 4.6 8.4 17.1 2.5 3.2 3.2 28.3 Green Ext Time (p_c), s 0.1 0.0 0.9 5.4 0.0 0.0 0.0 9.4 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B Timing Report, Sorted By Phase Long Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lb am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT 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) 14 17 25 61 10 19 9 77 Maximum Split (%) 12.0% 14.5% 21.4% 52.1% 8.5% 16.2% 7.7% 65.8% Minimum Split (s) 9.5 15 6 15 9.5 15 6 15 Yellow Time (s) 3 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 20 37 62 6 16 37 46 End Time (s) 20 37 62 6 16 37 46 6 Yield/Force Off (s) 16 31 58 0 12 31 42 0 Yield/Force Off 170(s) 16 31 58 0 12 31 42 0 Local Start Time (s) 6 20 37 62 6 16 37 46 Local Yield (s) 16 31 58 0 12 31 42 0 Local Yield 170(s) 16 31 58 0 12 31 42 0 Intersection Summary Cycle Length 117 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Long Bkgrd AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 58 995 253 347 1595 32 116 21 158 16 42 32 v/c Ratio 0.26 0.48 0.26 0.72 0.67 0.03 0.40 0.08 0.45 0.08 0.29 0.13 Control Delay 9.3 16.9 7.4 16.4 14.8 0.0 54.5 44.5 11.6 53.0 55.4 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.3 16.9 7.4 16.4 14.8 0.0 54.5 44.5 11.6 53.0 55.4 1.0 Queue Length 50th (ft) 10 225 37 73 391 0 43 13 0 6 30 0 Queue Length 95th (ft) 24 344 99 165 501 0 73 39 62 17 66 0 Internal Link Dist (ft) 1004 438 399 411 Turn Bay Length (ft) 100 100 200 200 200 250 300 200 Base Capacity (vph) 226 2077 988 557 2392 1103 322 288 378 205 191 288 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.26 0.48 0.26 0.62 0.67 0.03 0.36 0.07 0.42 0.08 0.22 0.11 Intersection Summary HCM 6th Signalized Intersection Summary Long Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 20 1420 200 285 1130 30 310 50 435 50 35 80 Future Volume (veh/h) 20 1420 200 285 1130 30 310 50 435 50 35 80 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 21 1479 115 297 1177 0 323 52 330 52 36 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 285 1794 800 413 2093 933 420 374 317 156 231 196 Arrive On Green 0.04 1.00 1.00 0.10 0.59 0.00 0.12 0.20 0.20 0.05 0.12 0.00 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 21 1479 115 297 1177 0 323 52 330 52 36 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 0.6 0.0 0.0 8.2 22.4 0.0 10.0 2.5 22.0 1.6 1.9 0.0 Cycle Q Clear(g_c), s 0.6 0.0 0.0 8.2 22.4 0.0 10.0 2.5 22.0 1.6 1.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 285 1794 800 413 2093 933 420 374 317 156 231 196 V/C Ratio(X) 0.07 0.82 0.14 0.72 0.56 0.00 0.77 0.14 1.04 0.33 0.16 0.00 Avail Cap(c_a), veh/h 298 1794 800 454 2093 933 525 374 317 204 231 196 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.1 0.0 0.0 9.4 13.9 0.0 46.8 36.2 44.0 50.9 43.1 0.0 Incr Delay (d2), s/veh 0.1 4.5 0.4 4.9 1.1 0.0 5.4 0.2 61.6 1.2 0.3 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 1.1 0.1 3.5 8.6 0.0 4.5 1.2 13.9 0.7 0.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.2 4.5 0.4 14.4 15.0 0.0 52.2 36.4 105.6 52.1 43.4 0.0 LnGrp LOS BAABBADDFDDA Approach Vol, veh/h 1615 1474 705 88 Approach Delay, s/veh 4.3 14.9 76.0 48.5 Approach LOS A B E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.4 18.6 14.5 60.5 8.0 27.0 5.2 69.8 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 15.7 10.8 13.0 50.5 5.5 21.0 2.0 61.5 Max Q Clear Time (g_c+I1), s 12.0 3.9 10.2 2.0 3.6 24.0 2.6 24.4 Green Ext Time (p_c), s 0.4 0.0 0.3 9.1 0.0 0.0 0.0 5.7 Intersection Summary HCM 6th Ctrl Delay 22.3 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT 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) 19.7 16.8 17 56.5 9.5 27 6 67.5 Maximum Split (%) 17.9% 15.3% 15.5% 51.4% 8.6% 24.5% 5.5% 61.4% Minimum Split (s) 9.5 15 6 15 9.5 15 6 15 Yellow Time (s) 3 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 25.7 42.5 59.5 6 15.5 42.5 48.5 End Time (s) 25.7 42.5 59.5 6 15.5 42.5 48.5 6 Yield/Force Off (s) 21.7 36.5 55.5 0 11.5 36.5 44.5 0 Yield/Force Off 170(s) 21.7 36.5 55.5 0 11.5 36.5 44.5 0 Local Start Time (s) 6 25.7 42.5 59.5 6 15.5 42.5 48.5 Local Yield (s) 21.7 36.5 55.5 0 11.5 36.5 44.5 0 Local Yield 170(s) 21.7 36.5 55.5 0 11.5 36.5 44.5 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 Queues Long Bkgrd PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 21 1479 208 297 1177 31 323 52 453 52 36 83 v/c Ratio 0.08 0.88 0.24 0.94 0.54 0.03 0.59 0.14 0.97 0.26 0.19 0.25 Control Delay 7.8 28.7 2.7 67.6 14.0 0.1 48.2 37.5 60.1 52.8 47.3 1.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.8 28.7 2.7 67.6 14.0 0.1 48.2 37.5 60.1 52.8 47.3 1.8 Queue Length 50th (ft) 5 493 3 ~159 228 0 111 31 197 18 24 0 Queue Length 95th (ft) m9 #247 30 #339 331 0 158 65 #406 39 56 0 Internal Link Dist (ft) 1004 438 399 147 Turn Bay Length (ft) 100 100 200 200 200 250 300 200 Base Capacity (vph) 256 1681 851 317 2190 1036 563 372 470 202 206 342 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.08 0.88 0.24 0.94 0.54 0.03 0.57 0.14 0.96 0.26 0.17 0.24 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. APPENDIX F HCM 6th Signalized Intersection Summary Short Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 20 807 12 5 1323 45 0 0 1 41 8 81 Future Volume (veh/h) 20 807 12 5 1323 45 0 0 1 41 8 81 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 21 832 12 5 1364 45 0 0 0 42 8 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 390 3223 46 598 3034 100 0 98 0 118 12 83 Arrive On Green 0.86 0.86 0.86 1.00 1.00 1.00 0.00 0.00 0.00 0.04 0.05 0.05 Sat Flow, veh/h 382 3730 54 652 3511 116 0 1870 0 1189 227 1585 Grp Volume(v), veh/h 21 412 432 5 690 719 0 0 0 50 0 6 Grp Sat Flow(s),veh/h/ln 382 1848 1935 652 1777 1850 0 1870 0 1416 0 1585 Q Serve(g_s), s 0.9 4.7 4.7 0.0 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.4 Cycle Q Clear(g_c), s 0.9 4.7 4.7 4.7 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.4 Prop In Lane 1.00 0.03 1.00 0.06 0.00 0.00 0.84 1.00 Lane Grp Cap(c), veh/h 390 1597 1673 598 1535 1598 0 98 0 118 0 83 V/C Ratio(X) 0.05 0.26 0.26 0.01 0.45 0.45 0.00 0.00 0.00 0.42 0.00 0.07 Avail Cap(c_a), veh/h 390 1597 1673 598 1535 1598 0 312 0 279 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 0.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 1.2 1.4 1.4 0.1 0.0 0.0 0.0 0.0 0.0 56.3 0.0 54.1 Incr Delay (d2), s/veh 0.3 0.4 0.4 0.0 1.0 0.9 0.0 0.0 0.0 2.4 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 0.1 0.7 0.7 0.0 0.4 0.4 0.0 0.0 0.0 1.6 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.4 1.8 1.8 0.1 1.0 0.9 0.0 0.0 0.0 58.7 0.0 54.4 LnGrp LOS AAAAAAAAAEAD Approach Vol, veh/h 865 1414 0 56 Approach Delay, s/veh 1.8 0.9 0.0 58.2 Approach LOS A A E Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 11.3 108.7 11.3 108.7 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 6.7 0.0 6.7 Green Ext Time (p_c), s 0.1 3.2 0.0 6.1 Intersection Summary HCM 6th Ctrl Delay 2.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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 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 Queues Short Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT NBT SBT SBR Lane Group Flow (vph) 21 844 5 1410 1 50 84 v/c Ratio 0.08 0.26 0.01 0.49 0.00 0.44 0.38 Control Delay 3.2 2.6 2.6 3.4 0.0 62.4 15.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.2 2.6 2.6 3.4 0.0 62.4 15.0 Queue Length 50th (ft) 2 60 0 131 0 37 0 Queue Length 95th (ft) 9 97 m2 167 0 77 47 Internal Link Dist (ft) 307 750 222 577 Turn Bay Length (ft) 350 100 185 Base Capacity (vph) 274 3208 504 2899 464 204 333 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.08 0.26 0.01 0.49 0.00 0.25 0.25 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 97 1204 19 5 1026 67 1 1 1 40 1 36 Future Volume (veh/h) 97 1204 19 5 1026 67 1 1 1 40 1 36 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 107 1323 20 5 1127 72 1 1 0 44 1 0 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 466 3239 49 384 2948 188 73 58 0 123 1 75 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 467 3727 56 407 3392 217 582 1221 0 1345 31 1585 Grp Volume(v), veh/h 107 656 687 5 590 609 2 0 0 45 0 0 Grp Sat Flow(s),veh/h/ln 467 1848 1935 407 1777 1831 1804 0 0 1376 0 1585 Q Serve(g_s), s 4.7 8.6 8.7 0.1 0.0 0.0 0.0 0.0 0.0 3.8 0.0 0.0 Cycle Q Clear(g_c), s 4.7 8.6 8.7 8.8 0.0 0.0 0.1 0.0 0.0 3.9 0.0 0.0 Prop In Lane 1.00 0.03 1.00 0.12 0.50 0.00 0.98 1.00 Lane Grp Cap(c), veh/h 466 1606 1682 384 1544 1592 116 0 0 113 0 75 V/C Ratio(X) 0.23 0.41 0.41 0.01 0.38 0.38 0.02 0.00 0.00 0.40 0.00 0.00 Avail Cap(c_a), veh/h 466 1606 1682 384 1544 1592 308 0 0 276 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 0.00 Uniform Delay (d), s/veh 1.3 1.6 1.6 0.4 0.0 0.0 54.7 0.0 0.0 56.8 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.8 0.7 0.1 0.7 0.7 0.1 0.0 0.0 2.2 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 0.3 1.2 1.2 0.0 0.3 0.3 0.1 0.0 0.0 1.4 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.5 2.4 2.3 0.4 0.7 0.7 54.8 0.0 0.0 59.0 0.0 0.0 LnGrp LOS AAAAAADAAEAA Approach Vol, veh/h 1450 1204 2 45 Approach Delay, s/veh 2.4 0.7 54.8 59.0 Approach LOS A A D E Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 10.7 109.3 10.7 109.3 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 5.9 10.7 2.1 10.8 Green Ext Time (p_c), s 0.1 7.7 0.0 4.7 Intersection Summary HCM 6th Ctrl Delay 2.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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 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 Queues Short Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT NBT SBT SBR Lane Group Flow (vph) 107 1344 5 1201 3 45 40 v/c Ratio 0.30 0.42 0.02 0.41 0.02 0.42 0.22 Control Delay 5.4 3.2 2.6 3.0 41.7 62.5 17.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.4 3.2 2.6 3.0 41.7 62.5 17.2 Queue Length 50th (ft) 15 112 0 98 1 34 0 Queue Length 95th (ft) 43 177 m2 138 11 71 33 Internal Link Dist (ft) 307 750 222 577 Turn Bay Length (ft) 350 100 185 Base Capacity (vph) 351 3216 287 2895 252 196 297 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.30 0.42 0.02 0.41 0.01 0.23 0.13 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Total AM 22: Prospect Road & Access A Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 813 1262 35 0 111 Future Vol, veh/h 35 813 1262 35 0 111 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 39 903 1402 39 0 123 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1441 0 - 0 - 701 Stage 1 - ----- Stage 2 - ----- Critical Hdwy 4.14 ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy 2.22 ---- 3.32 Pot Cap-1 Maneuver 467 - - - 0 381 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 467 ---- 381 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0.6 0 18.9 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 467 - - - 381 HCM Lane V/C Ratio 0.083 - - - 0.324 HCM Control Delay (s) 13.4 - - - 18.9 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.3 - - - 1.4 HCM 6th TWSC Short Total PM 22: Prospect Road & Access A Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 108 1137 1033 108 0 65 Future Vol, veh/h 108 1137 1033 108 0 65 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 117 1236 1123 117 0 71 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1240 0 - 0 - 562 Stage 1 - ----- Stage 2 - ----- Critical Hdwy 4.14 ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy 2.22 ---- 3.32 Pot Cap-1 Maneuver 557 - - - 0 470 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 557 ---- 470 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 1.1 0 14 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 557 - - - 470 HCM Lane V/C Ratio 0.211 - - - 0.15 HCM Control Delay (s) 13.2 - - - 14 HCM Lane LOS B - - - B HCM 95th %tile Q(veh) 0.8 - - - 0.5 HCM 6th Signalized Intersection Summary Short Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 54 752 15 24 1259 43 9 2 43 145 4 42 Future Volume (veh/h) 54 752 15 24 1259 43 9 2 43 145 4 42 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 60 836 16 27 1399 31 10 2 0 161 4 4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 335 2722 52 584 2679 1195 55 7 0 225 4 172 Arrive On Green 0.06 1.00 1.00 0.02 0.75 0.75 0.10 0.11 0.00 0.10 0.11 0.11 Sat Flow, veh/h 1781 3567 68 1781 3554 1585 0 62 0 1531 38 1585 Grp Volume(v), veh/h 60 416 436 27 1399 31 12 0 0 165 0 4 Grp Sat Flow(s),veh/h/ln 1781 1777 1858 1781 1777 1585 62 0 0 1569 0 1585 Q Serve(g_s), s 0.9 0.0 0.0 0.4 19.2 0.6 0.0 0.0 0.0 0.0 0.0 0.3 Cycle Q Clear(g_c), s 0.9 0.0 0.0 0.4 19.2 0.6 12.0 0.0 0.0 12.0 0.0 0.3 Prop In Lane 1.00 0.04 1.00 1.00 0.83 0.00 0.98 1.00 Lane Grp Cap(c), veh/h 335 1356 1418 584 2679 1195 61 0 0 216 0 172 V/C Ratio(X) 0.18 0.31 0.31 0.05 0.52 0.03 0.20 0.00 0.00 0.76 0.00 0.02 Avail Cap(c_a), veh/h 357 1356 1418 593 2679 1195 61 0 0 216 0 172 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 4.6 0.0 0.0 3.1 6.0 3.7 53.3 0.0 0.0 53.8 0.0 47.8 Incr Delay (d2), s/veh 0.3 0.6 0.6 0.0 0.7 0.0 1.5 0.0 0.0 14.8 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.2 0.2 0.1 6.2 0.2 0.4 0.0 0.0 5.9 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.8 0.6 0.6 3.1 6.7 3.7 54.9 0.0 0.0 68.7 0.0 47.9 LnGrp LOS AAAAAADAAEAD Approach Vol, veh/h 912 1457 12 169 Approach Delay, s/veh 0.9 6.6 54.9 68.2 Approach LOS A A D E Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 18.0 5.4 96.6 18.0 6.5 95.5 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 12.0 2.0 90.0 12.0 4.0 88.0 Max Q Clear Time (g_c+I1), s 14.0 2.4 2.0 14.0 2.9 21.2 Green Ext Time (p_c), s 0.0 0.0 3.0 0.0 0.0 7.9 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 18 6 96 18 8 94 Maximum Split (%) 15.0% 5.0% 80.0% 15.0% 6.7% 78.3% 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 24 30 6 24 32 End Time (s) 24 30 6 24 32 6 Yield/Force Off (s) 18 26 0 18 28 0 Yield/Force Off 170(s) 18 26 0 18 28 0 Local Start Time (s) 6 24 30 6 24 32 Local Yield (s) 18 26 0 18 28 0 Local Yield 170(s) 18 26 0 18 28 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Short Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 60 853 27 1399 48 60 165 47 v/c Ratio 0.20 0.31 0.05 0.52 0.04 0.35 1.15 0.21 Control Delay 3.5 4.2 2.2 7.0 0.7 24.2 167.2 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 3.5 4.2 2.2 7.0 0.7 24.2 167.2 9.0 Queue Length 50th (ft) 6 88 3 212 0 9 ~149 0 Queue Length 95th (ft) 12 110 7 255 6 52 #291 24 Internal Link Dist (ft) 1004 438 399 438 Turn Bay Length (ft) 50 200 200 200 Base Capacity (vph) 298 2747 505 2671 1210 171 144 228 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.20 0.31 0.05 0.52 0.04 0.35 1.15 0.21 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 50 991 3 26 1042 87 14 1 64 170 1 93 Future Volume (veh/h) 50 991 3 26 1042 87 14 1 64 170 1 93 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 984 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 1089 3 29 1145 67 15 1 4 187 1 6 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 225 2619 7 468 2547 1136 63 9 5 270 1 238 Arrive On Green 0.05 1.00 1.00 0.02 0.72 0.72 0.14 0.15 0.14 0.14 0.15 0.15 Sat Flow, veh/h 938 3635 10 1781 3554 1585 72 61 33 1400 7 1585 Grp Volume(v), veh/h 55 532 560 29 1145 67 20 0 0 188 0 6 Grp Sat Flow(s),veh/h/ln 938 1777 1869 1781 1777 1585 166 0 0 1407 0 1585 Q Serve(g_s), s 2.0 0.0 0.0 0.5 16.2 1.5 0.8 0.0 0.0 0.0 0.0 0.4 Cycle Q Clear(g_c), s 2.0 0.0 0.0 0.5 16.2 1.5 16.7 0.0 0.0 15.9 0.0 0.4 Prop In Lane 1.00 0.01 1.00 1.00 0.75 0.20 0.99 1.00 Lane Grp Cap(c), veh/h 225 1280 1346 468 2547 1136 76 0 0 259 0 238 V/C Ratio(X) 0.24 0.42 0.42 0.06 0.45 0.06 0.26 0.00 0.00 0.73 0.00 0.03 Avail Cap(c_a), veh/h 225 1280 1346 475 2547 1136 76 0 0 259 0 238 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 5.5 0.0 0.0 4.2 7.1 5.0 50.8 0.0 0.0 50.6 0.0 43.5 Incr Delay (d2), s/veh 0.6 1.0 0.9 0.1 0.6 0.1 1.8 0.0 0.0 9.7 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 0.3 0.4 0.4 0.2 5.5 0.5 0.6 0.0 0.0 6.3 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 6.1 1.0 0.9 4.2 7.7 5.1 52.7 0.0 0.0 60.3 0.0 43.6 LnGrp LOS AAAAAADAAEAD Approach Vol, veh/h 1147 1241 20 194 Approach Delay, s/veh 1.2 7.5 52.7 59.8 Approach LOS A A D E Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 23.0 5.6 91.4 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 17.9 2.5 2.0 18.7 4.0 18.2 Green Ext Time (p_c), s 0.0 0.0 4.2 0.0 0.0 5.9 Intersection Summary HCM 6th Ctrl Delay 9.0 HCM 6th LOS A Timing Report, Sorted By Phase Short Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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 50 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Short Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 55 1092 29 1145 96 86 188 102 v/c Ratio 0.31 0.42 0.08 0.45 0.08 0.33 1.07 0.31 Control Delay 7.5 6.2 3.4 7.4 1.1 18.1 135.8 11.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.5 6.2 3.4 7.4 1.1 18.1 135.8 11.4 Queue Length 50th (ft) 8 144 4 173 0 11 ~161 0 Queue Length 95th (ft) 17 165 10 211 14 59 #311 50 Internal Link Dist (ft) 1004 438 399 438 Turn Bay Length (ft) 50 200 200 200 Base Capacity (vph) 178 2607 361 2571 1176 262 176 324 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.31 0.42 0.08 0.45 0.08 0.33 1.07 0.31 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Total AM 7: Frontage Road & Access B Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 99 181 8 Future Vol, veh/h 0 10 0 99 181 8 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 12 0 116 213 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 218 - 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.22 ---- Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.318 ---- Pot Cap-1 Maneuver 0 822 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 822 ---- Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 822 - - HCM Lane V/C Ratio - 0.014 - - HCM Control Delay (s) - 9.4 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0 - - HCM 6th TWSC Short Total PM 7: Frontage Road & Access B Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 59 0 138 204 25 Future Vol, veh/h 0 59 0 138 204 25 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 0 66 0 153 227 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 241 - 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.22 ---- Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.318 ---- Pot Cap-1 Maneuver 0 798 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 798 ---- Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 798 - - HCM Lane V/C Ratio - 0.082 - - HCM Control Delay (s) - 9.9 - - HCM Lane LOS - A - - HCM 95th %tile Q(veh) - 0.3 - - HCM 6th Roundabout Short Total AM 15: Access D & Access E Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Intersection Delay, s/veh 3.7 Intersection LOS A Approach EB NB SB SE Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 6 113 65 190 Demand Flow Rate, veh/h 6 115 66 194 Vehicles Circulating, veh/h 248 34 27 60 Vehicles Exiting, veh/h 6 220 122 33 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.4 3.4 3.1 4.1 Approach LOS AAAA Lane Left Left Left Left Designated Moves LR LT TR LR Assumed Moves LR LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 6 115 66 194 Cap Entry Lane, veh/h 1071 1333 1342 1298 Entry HV Adj Factor 1.000 0.984 0.984 0.979 Flow Entry, veh/h 6 113 65 190 Cap Entry, veh/h 1071 1312 1321 1271 V/C Ratio 0.006 0.086 0.049 0.149 Control Delay, s/veh 3.4 3.4 3.1 4.1 LOSAAAA 95th %tile Queue, veh 0001 Lanes and Geometrics Short Total AM 15: Access D & Access E Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBR NBL2 NBL NBT SBT SBR SBR2 SEL SER Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 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 1 0 0 0 1 0 Taper Length (ft) 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 Ped Bike Factor Frt 0.887 0.975 0.888 Flt Protected 0.992 0.988 0.992 Satd. Flow (prot) 1639 0 0 0 1840 1816 0 0 1641 0 Flt Permitted 0.992 0.988 0.992 Satd. Flow (perm) 1639 0 0 0 1840 1816 0 0 1641 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 313 246 229 415 Travel Time (s) 7.1 5.6 5.2 9.4 Intersection Summary Area Type: Other HCM 6th Roundabout Short Total PM 15: Access D & Access E Gateway at Prospect 04/21/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Intersection Delay, s/veh 3.8 Intersection LOS A Approach EB NB SB SE Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 25 153 156 110 Demand Flow Rate, veh/h 25 155 159 112 Vehicles Circulating, veh/h 235 25 88 144 Vehicles Exiting, veh/h 21 235 92 103 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 3.5 3.7 4.0 3.9 Approach LOS AAAA Lane Left Left Left Left Designated Moves LR LT TR LR Assumed Moves LR LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 25 155 159 112 Cap Entry Lane, veh/h 1086 1345 1261 1191 Entry HV Adj Factor 1.000 0.983 0.979 0.982 Flow Entry, veh/h 25 152 156 110 Cap Entry, veh/h 1086 1322 1234 1170 V/C Ratio 0.023 0.115 0.126 0.094 Control Delay, s/veh 3.5 3.7 4.0 3.9 LOSAAAA 95th %tile Queue, veh 0000 Lanes and Geometrics Short Total PM 15: Access D & Access E Gateway at Prospect 04/21/2020 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBR NBL2 NBL NBT SBT SBR SBR2 SEL SER Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 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 1 0 0 0 1 0 Taper Length (ft) 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 Ped Bike Factor Frt 0.903 0.970 0.887 Flt Protected 0.986 0.972 0.992 Satd. Flow (prot) 1659 0 0 0 1811 1807 0 0 1639 0 Flt Permitted 0.986 0.972 0.992 Satd. Flow (perm) 1659 0 0 0 1811 1807 0 0 1639 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 300 246 236 415 Travel Time (s) 6.8 5.6 5.4 9.4 Intersection Summary Area Type: Other APPENDIX G HCM 6th Signalized Intersection Summary Long Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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 1250 15 10 1735 70 0 0 0 85 10 105 Future Volume (veh/h) 25 1250 15 10 1735 70 0 0 0 85 10 105 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 26 1289 14 10 1789 52 0 0 0 88 10 11 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 222222222222 Cap, veh/h 315 2869 31 375 2677 1146 0 177 0 181 13 150 Arrive On Green 0.03 0.77 0.76 0.04 1.00 1.00 0.00 0.00 0.00 0.09 0.09 0.09 Sat Flow, veh/h 1781 3745 41 1781 3554 1522 0 1870 0 1253 142 1585 Grp Volume(v), veh/h 26 636 667 10 1789 52 0 0 0 98 0 11 Grp Sat Flow(s),veh/h/ln 1781 1848 1938 1781 1777 1522 0 1870 0 1395 0 1585 Q Serve(g_s), s 0.3 13.5 13.5 0.1 0.0 0.0 0.0 0.0 0.0 7.6 0.0 0.7 Cycle Q Clear(g_c), s 0.3 13.5 13.5 0.1 0.0 0.0 0.0 0.0 0.0 7.6 0.0 0.7 Prop In Lane 1.00 0.02 1.00 1.00 0.00 0.00 0.90 1.00 Lane Grp Cap(c), veh/h 315 1416 1485 375 2677 1146 0 177 0 181 0 150 V/C Ratio(X) 0.08 0.45 0.45 0.03 0.67 0.05 0.00 0.00 0.00 0.54 0.00 0.07 Avail Cap(c_a), veh/h 368 1416 1485 451 2677 1146 0 340 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 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 2.4 4.6 4.6 3.4 0.0 0.0 0.0 0.0 0.0 49.0 0.0 45.4 Incr Delay (d2), s/veh 0.1 1.0 1.0 0.0 1.3 0.1 0.0 0.0 0.0 2.5 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 0.1 3.9 4.1 0.0 0.5 0.0 0.0 0.0 0.0 2.8 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.5 5.6 5.6 3.5 1.3 0.1 0.0 0.0 0.0 51.4 0.0 45.6 LnGrp LOS AAAAAAAAADAD Approach Vol, veh/h 1329 1851 0 109 Approach Delay, s/veh 5.5 1.3 0.0 50.9 Approach LOS A A D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 15.4 5.3 89.3 15.4 6.7 87.8 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 19.0 6.0 69.0 19.0 6.0 69.0 Max Q Clear Time (g_c+I1), s 9.6 2.1 15.5 0.0 2.3 2.0 Green Ext Time (p_c), s 0.2 0.0 5.2 0.0 0.0 11.9 Intersection Summary HCM 6th Ctrl Delay 4.7 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt 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) 25 10 75 25 10 75 Maximum Split (%) 22.7% 9.1% 68.2% 22.7% 9.1% 68.2% Minimum Split (s) 24 9.5 24 25 9.5 24 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) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 31 41 6 31 41 End Time (s) 31 41 6 31 41 6 Yield/Force Off (s) 25 37 0 25 37 0 Yield/Force Off 170(s) 25 37 100 15 37 0 Local Start Time (s) 6 31 41 6 31 41 Local Yield (s) 25 37 0 25 37 0 Local Yield 170(s) 25 37 100 15 37 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 Queues Long Total AM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBL WBT WBR SBT SBR Lane Group Flow (vph) 26 1304 10 1789 72 98 108 v/c Ratio 0.12 0.46 0.03 0.73 0.07 0.60 0.35 Control Delay 4.4 6.6 5.3 12.3 4.3 59.4 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.4 6.6 5.3 12.3 4.3 59.4 10.9 Queue Length 50th (ft) 3 140 1 267 0 66 0 Queue Length 95th (ft) 11 303 m4 395 m16 117 47 Internal Link Dist (ft) 307 750 577 Turn Bay Length (ft) 350 100 200 185 Base Capacity (vph) 215 2849 341 2462 1007 219 376 Starvation Cap Reductn 0000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.12 0.46 0.03 0.73 0.07 0.45 0.29 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 125 1775 10 5 1570 125 5 5 5 75 5 45 Future Volume (veh/h) 125 1775 10 5 1570 125 5 5 5 75 5 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1945 1796 1870 1870 1796 1796 1870 1796 1870 1796 1870 Adj Flow Rate, veh/h 132 1868 11 5 1653 93 5 5 1 79 5 0 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 367 2951 17 231 2648 1134 96 86 13 173 7 131 Arrive On Green 0.05 0.78 0.77 0.03 1.00 1.00 0.07 0.08 0.07 0.07 0.08 0.00 Sat Flow, veh/h 1781 3767 22 1781 3554 1522 586 1038 162 1316 83 1585 Grp Volume(v), veh/h 132 916 963 5 1653 93 11 0 0 84 0 0 Grp Sat Flow(s),veh/h/ln 1781 1848 1941 1781 1777 1522 1787 0 0 1399 0 1585 Q Serve(g_s), s 1.6 23.4 23.5 0.1 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 Cycle Q Clear(g_c), s 1.6 23.4 23.5 0.1 0.0 0.0 0.6 0.0 0.0 6.5 0.0 0.0 Prop In Lane 1.00 0.01 1.00 1.00 0.45 0.09 0.94 1.00 Lane Grp Cap(c), veh/h 367 1448 1521 231 2648 1134 180 0 0 167 0 131 V/C Ratio(X) 0.36 0.63 0.63 0.02 0.62 0.08 0.06 0.00 0.00 0.50 0.00 0.00 Avail Cap(c_a), veh/h 433 1448 1521 317 2648 1134 338 0 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 2.0 5.1 5.1 4.8 0.0 0.0 46.8 0.0 0.0 49.6 0.0 0.0 Incr Delay (d2), s/veh 0.6 2.1 2.0 0.0 1.1 0.1 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 0.3 6.4 6.7 0.0 0.4 0.0 0.3 0.0 0.0 2.4 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.6 7.2 7.2 4.8 1.1 0.1 46.9 0.0 0.0 52.0 0.0 0.0 LnGrp LOS AAAAAADAADAA Approach Vol, veh/h 2011 1751 11 84 Approach Delay, s/veh 6.9 1.1 46.9 52.0 Approach LOS A A D D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 14.1 4.7 91.2 14.1 8.9 87.0 Change Period (Y+Rc), s 6.0 4.0 6.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 19.0 6.0 69.0 19.0 9.0 66.0 Max Q Clear Time (g_c+I1), s 8.5 2.1 25.5 2.6 3.6 2.0 Green Ext Time (p_c), s 0.1 0.0 10.3 0.0 0.1 10.4 Intersection Summary HCM 6th Ctrl Delay 5.3 HCM 6th LOS A Timing Report, Sorted By Phase Long Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt 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) 25 10 75 25 13 72 Maximum Split (%) 22.7% 9.1% 68.2% 22.7% 11.8% 65.5% Minimum Split (s) 24 9.5 24 25 9.5 24 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) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 Flash Dont Walk (s) 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 31 41 6 31 44 End Time (s) 31 41 6 31 44 6 Yield/Force Off (s) 25 37 0 25 40 0 Yield/Force Off 170(s) 25 37 100 15 40 0 Local Start Time (s) 6 31 41 6 31 44 Local Yield (s) 25 37 0 25 40 0 Local Yield 170(s) 25 37 100 15 40 0 Intersection Summary Cycle Length 110 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 Queues Long Total PM 3: Hageman's Access/Summit View Drive & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBL WBT WBR NBT SBT SBR Lane Group Flow (vph) 132 1879 5 1653 132 15 84 47 v/c Ratio 0.49 0.63 0.02 0.69 0.13 0.08 0.56 0.18 Control Delay 12.3 8.3 6.0 17.9 5.8 31.9 58.2 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.3 8.3 6.0 17.9 5.8 31.9 58.2 5.9 Queue Length 50th (ft) 16 248 1 402 8 6 56 0 Queue Length 95th (ft) 64 558 m2 510 m31 25 103 19 Internal Link Dist (ft) 307 750 222 577 Turn Bay Length (ft) 350 100 200 185 Base Capacity (vph) 289 3001 215 2382 990 276 213 344 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.46 0.63 0.02 0.69 0.13 0.05 0.39 0.14 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 22: Prospect Road & Access A Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 1300 1705 35 0 110 Future Vol, veh/h 35 1300 1705 35 0 110 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 37 1368 1795 37 0 116 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1832 0 - 0 - 898 Stage 1 - ----- Stage 2 - ----- Critical Hdwy 4.14 ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy 2.22 ---- 3.32 Pot Cap-1 Maneuver 329 - - - 0 282 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 329 ---- 282 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 0.5 0 26.4 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 329 - - - 282 HCM Lane V/C Ratio 0.112 - - - 0.411 HCM Control Delay (s) 17.3 - - - 26.4 HCM Lane LOS C - - - D HCM 95th %tile Q(veh) 0.4 - - - 1.9 HCM 6th TWSC Long Total PM 22: Prospect Road & Access A Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 110 1745 1635 110 0 65 Future Vol, veh/h 110 1745 1635 110 0 65 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 116 1837 1721 116 0 68 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1837 0 - 0 - 861 Stage 1 - ----- Stage 2 - ----- Critical Hdwy 4.14 ---- 6.94 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy 2.22 ---- 3.32 Pot Cap-1 Maneuver 328 - - - 0 299 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 328 ---- 299 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB SB HCM Control Delay, s 1.3 0 20.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 328 - - - 299 HCM Lane V/C Ratio 0.353 - - - 0.229 HCM Control Delay (s) 21.8 - - - 20.6 HCM Lane LOS C - - - C HCM 95th %tile Q(veh) 1.5 - - - 0.9 HCM 6th Signalized Intersection Summary Long Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 145 935 240 330 1535 190 110 20 150 245 40 105 Future Volume (veh/h) 145 935 240 330 1535 190 110 20 150 245 40 105 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 153 984 177 347 1616 132 116 21 3 258 42 0 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 267 2116 944 539 2268 1012 203 102 86 348 180 152 Arrive On Green 0.12 1.00 1.00 0.10 0.64 0.64 0.06 0.05 0.05 0.10 0.10 0.00 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 153 984 177 347 1616 132 116 21 3 258 42 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 3.7 0.0 0.0 7.5 33.2 3.6 3.6 1.2 0.2 8.0 2.3 0.0 Cycle Q Clear(g_c), s 3.7 0.0 0.0 7.5 33.2 3.6 3.6 1.2 0.2 8.0 2.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 267 2116 944 539 2268 1012 203 102 86 348 180 152 V/C Ratio(X) 0.57 0.47 0.19 0.64 0.71 0.13 0.57 0.21 0.03 0.74 0.23 0.00 Avail Cap(c_a), veh/h 320 2116 944 726 2268 1012 251 170 144 377 238 202 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.8 0.0 0.0 5.5 13.2 7.8 50.4 49.7 49.3 48.1 46.0 0.0 Incr Delay (d2), s/veh 1.9 0.7 0.4 1.3 1.9 0.3 2.5 1.0 0.2 7.1 0.7 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 1.6 0.2 0.1 2.6 12.4 1.2 1.6 0.6 0.1 3.7 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.7 0.7 0.4 6.8 15.1 8.1 52.9 50.7 49.4 55.1 46.6 0.0 LnGrp LOS BAAABADDDEDA Approach Vol, veh/h 1314 2095 140 300 Approach Delay, s/veh 2.4 13.3 52.5 54.0 Approach LOS A B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.5 15.6 14.5 70.5 14.1 11.0 9.7 75.2 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 13.0 22.0 48.0 11.0 9.0 9.0 61.0 Max Q Clear Time (g_c+I1), s 5.6 4.3 9.5 2.0 10.0 3.2 5.7 35.2 Green Ext Time (p_c), s 0.0 0.0 0.9 5.3 0.1 0.0 0.1 9.3 Intersection Summary HCM 6th Ctrl Delay 14.2 HCM 6th LOS B Timing Report, Sorted By Phase Long Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT 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) 11 19 26 54 15 15 13 67 Maximum Split (%) 10.0% 17.3% 23.6% 49.1% 13.6% 13.6% 11.8% 60.9% Minimum Split (s) 9.5 15 6 15 9.5 15 6 15 Yellow Time (s) 3 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 17 36 62 6 21 36 49 End Time (s) 17 36 62 6 21 36 49 6 Yield/Force Off (s) 13 30 58 0 17 30 45 0 Yield/Force Off 170(s) 13 30 58 0 17 30 45 0 Local Start Time (s) 6 17 36 62 6 21 36 49 Local Yield (s) 13 30 58 0 17 30 45 0 Local Yield 170(s) 13 30 58 0 17 30 45 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Long Total AM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 153 984 253 347 1616 200 116 21 158 258 42 111 v/c Ratio 0.66 0.53 0.28 0.73 0.78 0.20 0.47 0.15 0.60 0.70 0.21 0.37 Control Delay 37.1 15.2 5.5 18.2 21.1 3.5 55.6 49.5 17.8 58.5 46.6 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.1 15.2 5.5 18.2 21.1 3.5 55.6 49.5 17.8 58.5 46.6 6.4 Queue Length 50th (ft) 53 153 21 74 438 12 41 14 0 91 28 0 Queue Length 95th (ft) #146 181 48 172 559 45 71 39 62 135 61 26 Internal Link Dist (ft) 1004 438 399 376 Turn Bay Length (ft) 100 100 200 200 200 250 300 200 Base Capacity (vph) 242 1848 897 558 2077 995 249 169 287 374 237 331 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.63 0.53 0.28 0.62 0.78 0.20 0.47 0.12 0.55 0.69 0.18 0.34 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 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) 175 1380 200 285 1200 390 310 40 435 445 35 240 Future Volume (veh/h) 175 1380 200 285 1200 390 310 40 435 445 35 240 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 182 1438 141 297 1250 219 323 42 328 464 36 126 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 247 1454 648 267 1583 706 412 374 317 471 406 344 Arrive On Green 0.15 0.82 0.82 0.11 0.45 0.45 0.12 0.20 0.20 0.14 0.22 0.22 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 182 1438 141 297 1250 219 323 42 328 464 36 126 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 6.7 42.4 2.2 12.0 33.1 9.8 10.0 2.0 22.0 14.7 1.7 7.4 Cycle Q Clear(g_c), s 6.7 42.4 2.2 12.0 33.1 9.8 10.0 2.0 22.0 14.7 1.7 7.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 247 1454 648 267 1583 706 412 374 317 471 406 344 V/C Ratio(X) 0.74 0.99 0.22 1.11 0.79 0.31 0.78 0.11 1.03 0.98 0.09 0.37 Avail Cap(c_a), veh/h 247 1454 648 267 1583 706 440 374 317 471 406 344 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.4 9.8 6.1 33.4 26.1 19.6 47.1 36.0 44.0 47.4 34.4 36.6 Incr Delay (d2), s/veh 10.9 21.2 0.8 88.1 4.1 1.1 8.5 0.1 59.8 37.3 0.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 8.0 0.8 10.0 14.2 3.7 4.7 0.9 13.7 8.7 0.8 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.4 30.9 6.9 121.5 30.2 20.8 55.6 36.1 103.8 84.7 34.5 37.3 LnGrp LOS C C A F C C E D F F C D Approach Vol, veh/h 1761 1766 693 626 Approach Delay, s/veh 29.2 44.4 77.2 72.3 Approach LOS C D E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.1 28.9 15.0 50.0 18.0 27.0 11.0 54.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 13.0 22.0 11.0 44.0 14.0 21.0 7.0 48.0 Max Q Clear Time (g_c+I1), s 12.0 9.4 14.0 44.4 16.7 24.0 8.7 35.1 Green Ext Time (p_c), s 0.1 0.4 0.0 0.0 0.0 0.0 0.0 5.3 Intersection Summary HCM 6th Ctrl Delay 47.1 HCM 6th LOS D Timing Report, Sorted By Phase Long Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT 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) 17 28 15 50 18 27 11 54 Maximum Split (%) 15.5% 25.5% 13.6% 45.5% 16.4% 24.5% 10.0% 49.1% Minimum Split (s) 9.5 15 6 15 9.5 15 6 15 Yellow Time (s) 3 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 23 51 66 6 24 51 62 End Time (s) 23 51 66 6 24 51 62 6 Yield/Force Off (s) 19 45 62 0 20 45 58 0 Yield/Force Off 170(s) 19 45 62 0 20 45 58 0 Local Start Time (s) 6 23 51 66 6 24 51 62 Local Yield (s) 19 45 62 0 20 45 58 0 Local Yield 170(s) 19 45 62 0 20 45 58 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 5: Frontage Road & Prospect Road Queues Long Total PM 5: Frontage Road & Prospect Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 182 1438 208 297 1250 406 323 42 453 464 36 250 v/c Ratio 0.90 0.99 0.29 1.13 0.79 0.46 0.76 0.11 1.08 0.99 0.09 0.56 Control Delay 68.1 49.6 9.9 123.2 30.8 6.1 58.6 37.1 99.3 87.6 36.0 21.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.1 49.6 9.9 123.2 30.8 6.1 58.6 37.1 99.3 87.6 36.0 21.9 Queue Length 50th (ft) 82 526 21 ~190 388 31 114 25 ~283 171 21 65 Queue Length 95th (ft) #212 #679 83 #365 480 100 #166 56 #485 #277 49 150 Internal Link Dist (ft) 1004 438 399 376 Turn Bay Length (ft) 100 100 200 200 200 250 300 200 Base Capacity (vph) 203 1447 712 263 1576 887 436 372 418 468 394 448 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.90 0.99 0.29 1.13 0.79 0.46 0.74 0.11 1.08 0.99 0.09 0.56 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Total AM 7: Frontage Road & Access B/Access C Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 10 0 0 35 0 270 85 0 380 5 Future Vol, veh/h 0 0 10 0 0 35 0 270 85 0 380 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 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 22222222222 Mvmt Flow 0 0 11 0 0 37 0 284 89 0 400 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 403 - - 284 - 0 0 - - 0 Stage 1 - ----------- Stage 2 - ----------- Critical Hdwy - - 6.22 - - 6.22 ------ Critical Hdwy Stg 1 - ----------- Critical Hdwy Stg 2 - ----------- Follow-up Hdwy - - 3.318 - - 3.318 ------ Pot Cap-1 Maneuver 0 0 647 0 0 755 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 647 - - 755 ------ Mov Cap-2 Maneuver - ----------- Stage 1 - ----------- Stage 2 - ----------- Approach EB WB NB SB HCM Control Delay, s 10.7 10 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 647 755 - - HCM Lane V/C Ratio - - 0.016 0.049 - - HCM Control Delay (s) - - 10.7 10 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0.1 0.2 - - HCM 6th TWSC Long Total PM 7: Frontage Road & Access B/Access C Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 60 0 0 70 0 485 130 0 660 25 Future Vol, veh/h 0 0 60 0 0 70 0 485 130 0 660 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 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 22222222222 Mvmt Flow 0 0 63 0 0 74 0 511 137 0 695 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 708 - - 511 - 0 0 - - 0 Stage 1 - ----------- Stage 2 - ----------- Critical Hdwy - - 6.22 - - 6.22 ------ Critical Hdwy Stg 1 - ----------- Critical Hdwy Stg 2 - ----------- Follow-up Hdwy - - 3.318 - - 3.318 ------ Pot Cap-1 Maneuver 0 0 435 0 0 563 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 435 - - 563 ------ Mov Cap-2 Maneuver - ----------- Stage 1 - ----------- Stage 2 - ----------- Approach EB WB NB SB HCM Control Delay, s 14.7 12.4 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 435 563 - - HCM Lane V/C Ratio - - 0.145 0.131 - - HCM Control Delay (s) - - 14.7 12.4 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0.5 0.4 - - HCM 6th TWSC Long Total AM 17: Access G & SW /SW FRontage Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 155 30 5 115 20 5 Future Vol, veh/h 155 30 5 115 20 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 163 32 5 121 21 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 195 0 294 163 Stage 1 - - - - 163 - Stage 2 - - - - 131 - 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 - - 1378 - 697 882 Stage 1 - - - - 866 - Stage 2 - - - - 895 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1378 - 694 882 Mov Cap-2 Maneuver - - - - 694 - Stage 1 - - - - 866 - Stage 2 - - - - 891 - Approach EB WB NB HCM Control Delay, s 0 0.3 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 725 - - 1378 - HCM Lane V/C Ratio 0.036 - - 0.004 - HCM Control Delay (s) 10.2 - - 7.6 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Long Total PM 17: Access G & SW /SW FRontage Road Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 190 80 5 235 90 5 Future Vol, veh/h 190 80 5 235 90 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 200 84 5 247 95 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 284 0 457 200 Stage 1 - - - - 200 - Stage 2 - - - - 257 - 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 - - 1278 - 562 841 Stage 1 - - - - 834 - Stage 2 - - - - 786 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1278 - 560 841 Mov Cap-2 Maneuver - - - - 560 - Stage 1 - - - - 834 - Stage 2 - - - - 783 - Approach EB WB NB HCM Control Delay, s 0 0.2 12.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 570 - - 1278 - HCM Lane V/C Ratio 0.175 - - 0.004 - HCM Control Delay (s) 12.7 - - 7.8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.6 - - 0 - HCM 6th TWSC Long Total AM 8: SW FRontage Road & Access H Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 5 10 150 115 1 Future Vol, veh/h 1 5 10 150 115 1 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 1 5 11 158 121 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 302 122 122 0 - 0 Stage 1 122 ----- Stage 2 180 ----- 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 690 929 1465 - - - Stage 1 903 ----- Stage 2 851 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 684 929 1465 - - - Mov Cap-2 Maneuver 684 ----- Stage 1 896 ----- Stage 2 851 ----- Approach EB NB SB HCM Control Delay, s 9.1 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1465 - 877 - - HCM Lane V/C Ratio 0.007 - 0.007 - - HCM Control Delay (s) 7.5 - 9.1 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Long Total PM 8: SW FRontage Road & Access H Gateway at Prospect 04/22/2020 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 10 5 195 230 1 Future Vol, veh/h 1 10 5 195 230 1 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 1 11 5 205 242 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 458 243 243 0 - 0 Stage 1 243 ----- Stage 2 215 ----- 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 561 796 1323 - - - Stage 1 797 ----- Stage 2 821 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 559 796 1323 - - - Mov Cap-2 Maneuver 559 ----- Stage 1 794 ----- Stage 2 821 ----- Approach EB NB SB HCM Control Delay, s 9.8 0.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1323 - 766 - - HCM Lane V/C Ratio 0.004 - 0.015 - - HCM Control Delay (s) 7.7 - 9.8 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - APPENDIX H APPENDIX I 0/5 0/5 0/5 115/70 110/310 20/50 150/435 105/260 40/35 145/400 245/380 85/155 280/630 5/20 25/45 70/60 125/180 25/75 10/15 85/305 5/5 10/15 15/80 5/5 10/5 140/140 100/260 AM/PM Rounded to Nearest 5 Vehicles 20/70 NOM 68/60 24/75 22/86 7/15 16/88 2/5 14/32 14/80 1/6 11/2 39/47 26/56 AM/PM 18/71 1/0 -10/-39