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BLOCK 23 MORNINGSTAR - FDP200027 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 7 Pederstrian Facilities ....................................................................................................... 7 Bicycle Facilities .............................................................................................................. 7 Transit Facilities .............................................................................................................. 7 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 12 Background Traffic Projections ..................................................................................... 12 Trip Assignment ............................................................................................................ 12 Signal Warrants ............................................................................................................. 12 Operation Analysis ........................................................................................................ 19 Geometry ...................................................................................................................... 28 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 30 Transit Level of Service ................................................................................................. 30 IV. CONCLUSIONS .................................................................................................... 31 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2024) Background Peak Hour Operation .......................................... 20 4. Long Range (2040) Background Peak Hour Operation ........................................... 22 5. Short Range (2024) Total Peak Hour Operation ..................................................... 24 6. Long Range (2040) Total Peak Hour Operation ...................................................... 26 DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 11 5. Trip Distribution ....................................................................................................... 13 6. Short Range (2024) Background Peak Hour Traffic ................................................ 14 7. Long Range (2040) Background Peak Hour Traffic ................................................. 15 8. Site Generated Peak Hour Traffic ........................................................................... 16 9. Short Range (2024) Total Peak Hour Traffic ........................................................... 17 10. Long Range (2040) Total Peak Hour Traffic ............................................................ 18 11. Short Range (2024) and Long Range (2040) Geometry ......................................... 29 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. Signal Warrants 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 Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Morningstar Senior Living/Mixed Use development. The proposed Morningstar Senior Living/Mixed Use is located in the northeast quadrant of the Suniga/Redwood intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the owner (Block 23, LLC), the project architects/planners (HCM2), and the City of Fort Collins Traffic Operations staff. 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). Due to the trip generation, this is a full transportation impact study. 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 Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Morningstar Senior Living/Mixed Use development is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential, office, and commercial. There are residential uses to the west of the site. There are commercial/office uses to the east, south, and west of the site. The Fort Collins Museum of Discovery and the Poudre River is north of the site. The proposed Morningstar Senior Living/Mixed Use site currently has vacant buildings that will be razed. The center of Fort Collins lies to the south of the proposed Morningstar Senior Living/Mixed Use. Streets The primary streets near the Morningstar Senior Living/Mixed Use site are College Avenue, Cherry Street, Mason Street, Maple Street, Willow Street, and Jefferson Street. Figure 2 shows a schematic of the existing geometry at the key intersections. College Avenue is east of (adjacent to) the proposed Morningstar Senior Living/Mixed Use site. It is a north-south street classified as a four-lane arterial street according to the Fort Collins Master Street Plan. Currently, College Avenue has a four- lane cross section in this area. At the College/Cherry-Willow intersection, College Avenue has a northbound and southbound left-turn lane, two through lanes in each direction, and northbound and southbound right-turn lanes. At the College/Maple- Jefferson intersection, College Avenue has a northbound and southbound left-turn lane, two through lanes in each direction, and northbound right-turn lane. The College/ Cherry-Willow and College/Maple-Jefferson intersections have signal control. The posted speed limit in this area of College Avenue is 25 mph, south of Cherry Street, and 35 mph, north of Cherry Street. Cherry Street is north of (adjacent to) the proposed Morningstar Senior Living/Mixed Use site. It is an east-west street classified as a two-lane collector street according to the Fort Collins Master Street Plan. Currently, Cherry Street has a two- lane cross section. Cherry Street is the west leg of the College/Cherry-Willow intersection. At the College/Cherry-Willow intersection, Cherry Street has dual eastbound left-turn lanes, an eastbound through lane, and an eastbound right-turn lane. At the Cherry/Mason intersection, Cherry Street has a two-way left-turn lane and a through/right-turn lane in each direction. The Cherry/Mason intersection has stop sign control on Mason Street. The posted speed limit in this area of Cherry Street is 25 mph. Vine College Avenue Cherry Street Maple Street Laporte Avenue Mountain Avenue Mason Street Howes Street Willow Street Jefferson Street SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 3 Morningstar Senior Living/Mixed Use EXISTING GEOMETRY Figure 2 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 4 College Avenue Mason Street Cherry Street Maple Street Willow Street Jefferson Street STOP - Denotes Lane STOP STOP STOP - Two-Way Continous Left-Turn Lane DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 5 Willow Street is east of the proposed Morningstar Senior Living/Mixed Use site. It is an east-west street classified as a two-lane collector street according to the Fort Collins Master Street Plan. Currently, Willow Street has a two-lane cross section. Willow Street is the east leg of the College/Cherry-Willow intersection. At the College/Cherry-Willow intersection, Willow Street has a westbound left-turn lane and a westbound through/right-turn lane. The posted speed limit in this area of Willow Street is 25 mph. Maple Street is south of (adjacent to) the proposed Morningstar Senior Living/Mixed Use site. It is an east-west street classified as a local street according to the Fort Collins Master Street Plan. Currently, Maple Street has a two-lane cross section. Maple Street is the west leg of the College/Maple-Jefferson intersection. At the College/Maple-Jefferson intersection, Maple Street has an eastbound left-turn lane and an eastbound through/right-turn lane. At the Mason/Maple intersection, Maple Street has all movements combined into a single lane. The Mason/Maple intersection has stop sign control on Maple Street. The posted speed limit in this area of Maple Street is 25 mph. Jefferson Street is south of the proposed Morningstar Senior Living/Mixed Use site. It is an east-west street classified as a four-lane arterial street according to the Fort Collins Master Street Plan. Currently, Jefferson Street has a two-lane cross section. Jefferson Street is the east leg of the College/Maple-Jefferson intersection. At the College/Maple-Jefferson intersection, Jefferson Street has a westbound left-turn lane and a westbound through/right-turn lane. The posted speed limit in this area of Willow Street is 25 mph. Mason Street is west of the proposed Morningstar Senior Living/Mixed Use site. It is a north-south street classified as a two-lane arterial street according to the Fort Collins Master Street Plan. Currently, Mason Street has a two-lane cross section. At the Cherry/Mason intersection, Mason Street has all southbound movements combined into a single lane, a northbound left-turn/through lane, and a northbound right-turn lane. At the Mason/Maple intersection, Mason Street has through and right-turn movements combined into a single lane. Northbound and southbound left-turns are prohibited at the Mason/Maple intersection. However, it was observed that some left-turns are still made. The posted speed limit in this area of Mason Street is 30 mph. Existing Traffic Recent morning and afternoon peak hour traffic volumes are shown in Figure 3. The traffic counts at the College/Cherry-Willow intersection were obtained in March 2018. The traffic counts at the College/Maple-Jefferson intersections were obtained in February 2018. The traffic counts at the Cherry/Mason and Mason/Maple intersections were obtained in August 2019. Raw traffic count data are provided in Appendix B. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 6 22/32 316/706 121/262 18/27 612/652 342/265 6/27 76/150 16/36 240/323 163/152 120/106 13/12 20/81 6/38 7/5 62/39 4/5 1/8 142/175 17/20 10/9 198/215 41/46 7/21 4/1 16/78 11/10 9/17 14/5 402/434 11/7 22/42 329/422 45/41 52/88 499/933 39/50 275/263 721/855 60/67 170/304 142/125 130/83 45/76 85/194 63/55 College Avenue Mason Street Cherry Street Maple Street Willow Street Jefferson DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 7 Existing Operation The College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, and Mason/ Maple intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour traffic shown in Figure 3, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable overall operation at signalized intersections during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service E. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. The College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, and Mason/Maple intersections meet the City of Fort Collins Motor Vehicle LOS standard during the morning and afternoon peak hours with existing signal control, geometry, and signal timing. It is important to note that a westbound right-turn lane is required at the College/Cherry intersection based upon the existing traffic volumes. Pedestrian Facilities There are sidewalks along College Avenue, Mason Street, Maple Street, Willow Street, and Jefferson Street. There are sidewalks along Cherry Street, except for the south side between College Avenue and Howes Street. It is expected that as properties in this area are developed or redeveloped, sidewalks will be installed as part of the street infrastructure. Sidewalks will be incorporated within and adjacent to this development. Bicycle Facilities Bicycle lanes exist along Mason Street and Cherry Street, within the study area. Transit Facilities This area of Fort Collins is just north of the downtown Transit Center serving many Transfort Routes and the Max. DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C C EB T C C EB RT A A EB APPROACH C C WB LT C C WB T/RT D D WB APPROACH C D NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A B SB T B C SB RT B B SB APPROACH B C OVERALL B B College/Maple-Jefferson (signal) EB LT C D EB T/RT C D EB APPROACH C D WB LT C D WB T C D WB RT A A WB APPROACH C D NB LT A B NB T A B NB RT A A NB APPROACH A B SB LT A A SB T A A SB T/RT A A SB APPROACH A A OVERALL A B Continued on next page DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 9 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Cherry/Mason (stop sign) EB LT A A WB LT A A NB LT/T C D NB RT B B NB APPROACH C C SB LT/T/RT C D OVERALL A A Mason/Maple (stop sign) EB LT/T/RT B B WB LT/T/RT B C NB LT/T/RT A A SB LT/T/RT A A OVERALL B B DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Morningstar Senior Living/Mixed Use consists of 85 assisted living beds (assisted living/memory care) and 90 senior housing dwelling units (independent living) with 21,842 square feet of office, 19,343 square feet of retail, and 352 space parking garage to serve these uses. Figure 4 shows a site plan of the Morningstar Senior Living/Mixed Use. The site plan shows an access to the parking garage on the alley. The alley will be expanded to 24 feet wide with a 6 foot sidewalk the east side of the alley. The Maple/Alley intersection is full movement. The Cherry/Alley intersection was assumed to be right-in/right-out based on the proximity to the railroad tracks and the number of lanes. However, there is no signage or median prohibiting left-turns. The short range analysis (Year 2024) includes development of Morningstar Senior Living/Mixed Use site and an appropriate increase in background traffic, due to normal growth, and other approved/proposed developments in the area. The long range analysis (Year 2040) includes background traffic due to normal growth and in general accordance with the Fort Collins Structure Plan. 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, 10th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at a site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the daily and peak hour trip generation for the Morningstar Senior Living/Mixed Use development site. A 30 percent reduction of the retail (shopping center) was taken due to the location of Old Town and the North Transit Center. The City of Fort Collins staff agreed that there should be a reduction in the scoping discussions/emails. The trip generation of the Morningstar Senior Living/Mixed Use development resulted in 1278 daily trip ends, 73 morning peak hour trip ends, and 123 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 820 Shopping Center 19.343 KSF 37.75 730 0.58 11 0.36 7 1.83 35 1.98 39 30% reduction for (multi-model) location 220 3 2 10 12 External Shopping Center Trips 510 8 5 25 27 710 General Office 21.842 KSF 9.74 212 1.00 22 0.16 4 0.18 4 0.97 21 254 Assisted Living 85 Beds 2.60 222 0.12 10 0.07 6 0.10 8 0.16 14 252 Senior Housing 90 D.U. 3.70 334 0.07 6 0.13 12 0.14 13 0.12 11 Total Trip Generation 1278 46 27 50 73 SITE PLAN Figure 4 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 11 DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 12 Trip Distribution Trip distribution for the Morningstar Senior Living/Mixed Use was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 5 shows the trip distribution for the short range (2024) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions/emails. Background Traffic Projections Figures 6 and 7 show the short range (2024) and long range (2040) background traffic projections, respectively. Background traffic projections for the short range (2024) future horizons were obtained by reviewing the North Front Range Regional Transportation Plan, CDOT growth factors, and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that the traffic volumes would increase by approximately 1.0 percent per year. The traffic on the Alley was estimated by calculating the trip generation based on the existing 94 dwelling units at Old Town Flats. 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 8 shows the site generated peak hour traffic. Figure 9 shows the short range (2024) total (site plus background) peak hour traffic assignment. Figure 10 shows the 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 College/Cherry- Willow and College/Maple-Jefferson intersections are currently signalized. For the roads in the vicinity of The Morningstar Senior Living/Mixed Use development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. Vine College Avenue Cherry Street Maple Street Laporte Avenue Mountain Avenue Mason Street Howes Street Willow Street Jefferson Street SCALE: 1"=500' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 13 Morningstar Senior Living/Mixed Use 45% 20% 20% 15% AM/PM SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 14 23/34 332/742 127/275 19/28 643/685 359/279 7/28 80/158 17/38 252/339 171/160 126/111 14/13 21/85 6/40 7/5 65/41 4/5 1/8 149/184 18/21 11/9 208/226 43/48 7/22 4/1 17/82 12/11 7/8 9/18 15/5 423/456 12/7 23/44 346/444 47/43 55/92 524/981 41/53 289/276 758/899 63/70 179/320 149/131 137/87 47/80 89/204 66/58 College Avenue Mason Street Cherry Street Maple Street Willow LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 15 25/40 390/870 150/325 25/35 755/805 420/345 10/35 95/185 20/45 295/400 200/185 150/130 15/15 25/100 10/45 10/5 75/50 5/5 5/10 175/215 20/25 15/10 245/265 50/55 10/25 5/5 20/95 15/15 10/10 10/20 20/10 495/535 15/10 25/50 405/520 55/50 65/110 615/1150 50/60 340/325 890/1055 75/85 210/375 175/155 160/100 55/95 105/240 80/70 College Avenue Mason Street Cherry Street Maple Street Willow Street AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 16 3/8 2/2 13/14 7/20 3/8 1/3 2/5 18/20 5/6 2/2 5/5 9/10 6/15 2/6 7/20 4/4 College Avenue Mason Street Cherry Street Maple Street Willow Street Jefferson Street 15/41 6/16 6/16 36/40 2/2 3/3 Alley 7/7 Alley 3/8 3/8 1/1 AM/PM SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 17 425/552 457/547 41/54 332/742 127/275 32/42 650/705 359/279 7/28 83/166 20/46 252/339 176/166 126/111 14/13 23/87 7/41 8/9 66/45 4/5 1/8 151/186 18/21 14/17 209/229 45/53 10/30 4/1 19/84 12/11 7/8 9/18 15/5 428/461 12/7 23/44 346/444 47/43 55/92 524/981 41/53 289/276 767/909 63/70 185/335 151/137 144/107 47/80 89/204 70/62 College Avenue Mason Street Cherry Street LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 18 45/60 390/870 150/325 40/50 760/825 420/345 10/35 100/195 25/55 295/400 205/190 150/130 15/15 30/105 10/50 10/5 75/50 5/5 5/10 180/220 20/25 20/20 245/270 55/60 15/35 5/5 25/100 15/15 10/20 20/10 500/540 15/10 25/50 405/520 55/50 65/110 615/1150 50/60 340/325 900/1065 75/85 215/390 180/160 165/120 55/95 105/240 85/75 College Avenue Mason Street Willow Street Jefferson Street Cherry Street DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 19 Using the long range (2040) total peak hour traffic (Figure 10), the peak hour signal warrant will not be met in the morning and afternoon peak hour at the Cherry/Mason and Mason/Maple intersections. Based on the peak hour signal warrant, it is unlikely that other volume based signal warrants would be met at the Cherry/Mason and Mason/Maple intersections. The peak hour signal warrant analyses are provided in Appendix D. Operation Analysis Capacity analyses were performed at the College/Cherry-Willow, College/Maple- Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2024 and 2040 conditions, respectively. Existing signal timing was used at the College/Cherry-Willow and College/Maple-Jefferson intersections in the short range (2024) future. In the long range (2040) future, the Maple Street/Jefferson phase was increased by a second at the College/Maple-Jefferson intersection. Using the traffic volumes shown in Figure 6, the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections operate in the short range (2024) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours. Using the traffic volumes shown in Figure 7, the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections operate in the long range (2040) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours. Using the traffic volumes shown in Figure 9, the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections operate in the short range (2024) total traffic as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours. Using the traffic volumes shown in Figure 10, the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections operate in the long range (2040) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours. DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 20 TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C D EB T C C EB RT A A EB APPROACH C C WB LT C C WB T/RT D D WB APPROACH C D NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A B SB T B C SB RT B B SB APPROACH B C OVERALL B B College/Maple-Jefferson (signal) EB LT C D EB T/RT C D EB APPROACH C D WB LT C D WB T C D WB RT A A WB APPROACH C D NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT A B SB T A A SB T/RT A A SB APPROACH A A OVERALL B B Continued on next page DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 21 Continued from previous page TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM Cherry/Mason (stop sign) EB LT A A WB LT A A NB LT/T D D NB RT B B NB APPROACH C C SB LT/T/RT C D OVERALL A A Mason/Maple (stop sign) EB LT/T/RT B B WB LT/T/RT B C NB LT/T/RT A A SB LT/T/RT A A OVERALL B B Cherry/Alley (stop sign) NB RT B B OVERALL A A Maple/Alley (stop sign) EB LT/T A A SB LT/RT B B OVERALL A A DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 22 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C D EB T C C EB RT A A EB APPROACH C D WB LT C C WB T/RT D D WB APPROACH C D NB LT A C NB T A A NB RT A A NB APPROACH A A SB LT A B SB T B C SB RT B C SB APPROACH B C OVERALL B C College/Maple-Jefferson (signal) EB LT C D EB T/RT C D EB APPROACH C D WB LT C E (68.7 secs) WB T C D WB RT A A WB APPROACH C D NB LT A B NB T B C NB RT A A NB APPROACH B C SB LT A B SB T A A SB T/RT A A SB APPROACH A A OVERALL B B Continued on next page DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 23 Continued from previous page TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Cherry/Mason (stop sign) EB LT A A WB LT A A NB LT/T D E (42.1 secs) NB RT B B NB APPROACH C C SB LT/T/RT C E (38.4 secs) OVERALL A A Mason/Maple (stop sign) EB LT/T/RT B B WB LT/T/RT B C NB LT/T/RT A A SB LT/T/RT A A OVERALL B B Cherry/Alley (stop sign) NB RT B B OVERALL A A Maple/Alley (stop sign) EB LT/T A A SB LT/RT B B OVERALL A A DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 24 TABLE 5 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C D EB T C C EB RT A A EB APPROACH C D WB LT C C WB T/RT D D WB APPROACH C D NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A B SB T B C SB RT B B SB APPROACH B C OVERALL B C College/Maple-Jefferson (signal) EB LT C D EB T/RT C D EB APPROACH C D WB LT C E (60.9 secs) WB T C D WB RT A A WB APPROACH C D NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT A B SB T A A SB T/RT A A SB APPROACH A A OVERALL B B Continued on next page DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 25 Continued from previous page TABLE 5 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM Cherry/Mason (stop sign) EB LT A A WB LT A A NB LT/T D D NB RT B B NB APPROACH C C SB LT/T/RT C D OVERALL A A Mason/Maple (stop sign) EB LT/T/RT B B WB LT/T/RT B C NB LT/T/RT A A SB LT/T/RT A A OVERALL B B Cherry/Alley (stop sign) NB RT B B OVERALL A A Maple/Alley (stop sign) EB LT/T A A SB LT/RT B B OVERALL A A DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 26 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C D EB T C C EB RT A A EB APPROACH C D WB LT C C WB T/RT D D WB APPROACH C D NB LT A C NB T A A NB RT A A NB APPROACH A A SB LT A B SB T B C SB RT B C SB APPROACH B C OVERALL B C College/Maple-Jefferson (signal) EB LT C D EB T/RT C D EB APPROACH C D WB LT C E (72.9 secs) WB T C D WB RT A A WB APPROACH C D NB LT A B NB T B C NB RT A A NB APPROACH B C SB LT A B SB T A A SB T/RT A A SB APPROACH A A OVERALL B B Continued on next page DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 27 Continued from previous page TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Cherry/Mason (stop sign) EB LT A A WB LT A A NB LT/T D E (47.3 secs) NB RT B B NB APPROACH C C SB LT/T/RT C E (39.7 secs) OVERALL A A Mason/Maple (stop sign) EB LT/T/RT B B WB LT/T/RT C C NB LT/T/RT A A SB LT/T/RT A A OVERALL B B Cherry/Alley (stop sign) NB RT B B OVERALL A A Maple/Alley (stop sign) EB LT/T A A SB LT/RT B B OVERALL A A DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 28 Geometry Figure 11 shows a schematic of the short range (2024) and long range (2040) geometry. This is the existing geometry at the College/Maple-Jefferson, Cherry/Mason, Mason/Maple, and Cherry/Site Access intersections. At the College/Cherry-Willow intersection, a westbound right-turn lane is required with existing traffic. The Morningstar Senior Living/Mixed Use development adds no traffic to the westbound right-turn. Therefore, the College/Cherry-Willow intersection was analyzed with no westbound right- turn lane. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Morningstar Senior Living/Mixed Use development. There are four pedestrian destinations within 1320 feet of the Morningstar Senior Living/Mixed Use development. These are: 1) the commercial area and Poudre Trail to the north of the site; 2) the commercial area to the east of the site; 3) the commercial area and transit center to the south of the site; and 4) the residential/commercial area to the west of the site. Appendix I also contains a map that shows the existing/planned pedestrian facilities within the influence area. This site is in an area type termed “pedestrian district.” The minimum level of service for “pedestrian district” is A for all categories, except Street Crossing which is LOS B. Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A). Old Town streets are in a grid pattern which typifies the ideal system. A pedestrian can easily go north, south, east, or west to get to their destination. Continuity – The continuity to pedestrian destinations 1, 2, 3, and 4 will be acceptable at LOS A, since there will be direct connection of the sidewalk system to the north, south, east, and west. This development will appear as a single entity within Old Town. This development will add sidewalk along the south side of Cherry Street adjacent to this development and enhance the existing sidewalks adjacent to this development, including the alley. The only remaining missing sidewalk is within this development area is along the south side of Cherry Street west of Mason which will be installed when redevelopment adjacent to it occurs. Street Crossings – The street crossings to pedestrian destinations 1, 3, and 4 will be acceptable at LOS B, since the street crossings are 5 lanes or less. The street crossing to pedestrian destination 2, will not meet the stand since there are 6 lanes to cross College Avenue. Visual Interest and Amenity – The visual interest and amenity to pedestrian destinations 1, 2, 3, and 4 is acceptable at LOS A, since most of the area have landscaping and an old town neighborhood character. Security – The security to pedestrian destinations 1, 2, 3, and 4 is acceptable at LOS A, since most of the sidewalks are adjacent to commercial and residential land uses and the area has an old town neighborhood character. SHORT RANGE (2024) AND LONG RANGE (2040) GEOMETRY Figure 11 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, October 2019 Page 29 Required based on existing traffic College Avenue Mason Street Cherry Street Willow Street Jefferson Street STOP - Denotes Lane STOP STOP STOP Maple Street Alley Alley STOP STOP - Two-Way Continous Left-Turn Lane DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 30 Acceptable pedestrian level of service will be achieved for all pedestrian destinations within 1320 feet of the Morningstar Senior Living/Mixed Use Property, except destination 2 since the street crossings category is LOS C. The Pedestrian LOS Worksheet is provided in Appendix I. Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of the Morningstar Senior Living/Mixed Use development. There will be one bicycle destination near the Morningstar Senior Living/Mixed Use development. This is: 1) the Poudre Trail to the north of the site. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to Cherry Street and Mason Street, which have designated bike lanes. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service This area of Fort Collins is just north of the Downtown Transit Center serving many Transfort Routes and the Max. DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 31 IV. CONCLUSIONS This study assessed the impacts of the Morningstar Senior Living/Mixed Use on the street system in the vicinity of the proposed development in the short range (2024) and long range (2040) futures. As a result of this analysis, the following is concluded: - The development of the Morningstar Senior Living/Mixed Use is feasible from a traffic engineering standpoint. The trip generation of the Morningstar Senior Living/Mixed Use development resulted in 1278 daily trip ends, 73 morning peak hour trip ends, and 123 afternoon peak hour trip ends. - Current operation at the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, and Mason/Maple intersections meet the City of Fort Collins Motor Vehicle LOS standard during the morning and afternoon peak hours with existing signal control, geometry, and signal timing. It is important to note that a westbound right0turn lane is required based upon the existing traffic volumes. - The College/Cherry-Willow and College/Maple-Jefferson intersections are currently signalized. Using the long range (2040) total peak hour traffic forecasts the peak hour signal warrant will likely not be met at the Cherry/Mason and Mason/Maple intersections. Based on the peak hour signal warrant, it is unlikely that other volume based signal warrants would be met at the Cherry/Mason and Mason/Maple intersections. - In the short range (2024) future, given development of the Morningstar Senior Living/Mixed Use and an increase in background traffic, the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours. - In the long range (2040) future, given full development of the Morningstar Senior Living/Mixed Use and an increase in background traffic, the College/Cherry-Willow, College/Maple-Jefferson, Cherry/Mason, Mason/Maple, Cherry/Alley, and Maple/Alley intersections will meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours. - The short range (2024) and long (2040) geometry is shown in Figure 11. This is the existing geometry at the College/Maple-Jefferson, Cherry/Mason, Mason/Maple, and Cherry/Site Access intersections. At the College/Cherry-Willow intersection a westbound right-turn lane is required with existing traffic. The Morningstar Senior Living/Mixed Use development adds no traffic to the westbound right-turn. - Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. Acceptable pedestrian level of service will be DELICH Morningstar Senior Living/Mixed Use TIS, October 2019 ASSOCIATES Page 32 achieved for all pedestrian destinations within 1320 feet of the Morningstar Senior Living/Mixed Use Property, except destination 2 since the street crossings category is LOS C. This development will add sidewalk along the south side of Cherry Street adjacent to this development, including the alley. The only remaining missing sidewalk is the vacant parcel in the southwest quadrant of the Cherry/Mason intersection. APPENDIX A 1 2 3 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 710 General Office 21.842 KSF 9.74 212 1.00 22 0.16 4 0.18 4 0.97 21 820 Shopping Center 19.343 KSF 37.75 730 0.58 11 0.36 7 1.83 35 1.98 39 254 Assisted Living 67 D.U. 4.19 280 0.30 20 0.09 6 0.14 9 0.34 23 253 Senior Housing 93 D.U. 3.70 344 0.07 7 0.13 12 0.14 13 0.12 11 Total Trip Generation 1566 60 29 61 94 4 SITE PLAN Figure 4 DELICH ASSOCIATES Morningstar Senior Living/Mixed Use TIS, September 2019 Page 11 Parking Garage Access 5 APPENDIX B 6 7 8 9 10 11 12 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/27/2019 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Cherry/Mason S = straight L = left turn Time Northbound: Mason Southbound: Mason Total Eastbound: Cherry Westbound: Cherry Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 002 2 314 8 10 3900 93 12 93 9 114 207 217 7:45 124 7 123 6 13 4 134 2 140 16 94 5 115 255 268 8:00 413 8 312 6 14 2 101 3 106 8654 77 183 197 8:15 217 10 232 7 17 5776 88 9774 90 178 195 7:30-8:30 7 4 16 27 9 7 11 27 54 14 402 11 427 45 329 22 396 823 877 PHF 0.44 0.5 0.57 0.68 0.75 0.58 0.69 0.84 0.79 0.7 0.75 0.46 0.76 0.7 0.88 0.61 0.86 0.81 0.82 4:30 8020 28 621 9 37 3991 103 11 99 11 121 224 261 4:45 4117 22 333 9 31 2961 99 9 104 15 128 227 258 5:00 2025 27 424 10 37 0 127 2 129 13 117 10 140 269 306 5:15 7016 23 412 7 30 0 112 3 115 8 102 6 116 231 261 4:30-5:30 21 1 78 100 17 8 10 35 135 5 434 7 446 41 422 42 505 951 1086 PHF 0.66 0.25 0.78 0.89 0.71 0.67 0.63 0.88 0.91 0.42 0.85 0.58 0.86 0.79 0.9 0.7 0.9 0.88 0.89 13 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/27/2019 Observer: Lynn Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Maple/Mason S = straight L = left turn Time Northbound: Mason Southbound: Mason Total Eastbound: Maple Westbound: Maple Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 322 7 0121 13 20 0263 29 4422 48 77 97 7:45 372 12 1210 22 34 0455 50 14 48 2 64 114 148 8:00 250 7 1133 17 24 1318 40 14 50 1 65 105 129 8:15 562 13 2163 21 34 0401 41 9585 72 113 147 7:30-8:30 13 20 6 39 4 62 7 73 112 1 142 17 160 41 198 10 249 409 521 PHF 0.65 0.71 0.75 0.75 0.5 0.74 0.58 0.83 0.82 0.25 0.79 0.53 0.8 0.73 0.85 0.5 0.86 0.9 0.88 4:30 62212 40 2111 14 54 2353 40 11 44 1 56 96 150 4:45 1164 21 192 12 33 2363 41 11 52 2 65 106 139 5:00 2259 36 0132 15 51 27410 86 17 66 3 86 172 223 5:15 31813 34 260 8 42 2304 36 7533 63 99 141 4:30-5:30 12 81 38 131 5 39 5 49 180 8 175 20 203 46 215 9 270 473 653 PHF 0.5 0.81 0.73 0.82 0.63 0.75 0.63 0.82 0.83 1 0.59 0.5 0.59 0.68 0.81 0.75 0.78 0.69 0.73 14 APPENDIX C 15 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow recent am Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78.5 9.5 40.5 51.5 78.5 9.5 40.5 51.5 End Time (s) 9.5 40.5 51.5 78.5 9.5 40.5 51.5 78.5 Yield/Force Off (s) 5.5 35 47.5 72.5 5.5 35 46.5 72.5 Yield/Force Off 170(s) 5.5 24 47.5 62.5 5.5 23 46.5 52.5 Local Start Time (s) 43.5 54.5 5.5 16.5 43.5 54.5 5.5 16.5 Local Yield (s) 50.5 0 12.5 37.5 50.5 0 11.5 37.5 Local Yield 170(s) 50.5 69 12.5 27.5 50.5 68 11.5 17.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 35 (44%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 16 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow recent am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 170 142 130 63 85 45 52 499 39 60 721 275 Future Volume (veh/h) 170 142 130 63 85 45 52 499 39 60 721 275 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.99 1.00 1.00 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1751 1603 1751 1751 1603 1751 Adj Flow Rate, veh/h 200 167 0 74 100 21 61 587 0 71 848 180 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, % 222222282282 Cap, veh/h 573 270 268 168 35 353 1611 785 586 1619 784 Arrive On Green 0.09 0.16 0.00 0.06 0.13 0.13 0.10 1.00 0.00 0.05 0.53 0.53 Sat Flow, veh/h 3110 1683 1484 1603 1346 283 1667 3046 1484 1667 3046 1475 Grp Volume(v), veh/h 200 167 0 74 0 121 61 587 0 71 848 180 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1629 1667 1523 1484 1667 1523 1475 Q Serve(g_s), s 4.3 7.4 0.0 3.1 0.0 5.6 1.3 0.0 0.0 1.5 14.5 5.2 Cycle Q Clear(g_c), s 4.3 7.4 0.0 3.1 0.0 5.6 1.3 0.0 0.0 1.5 14.5 5.2 Prop In Lane 1.00 1.00 1.00 0.17 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 573 270 268 0 204 353 1611 785 586 1619 784 V/C Ratio(X) 0.35 0.62 0.28 0.00 0.59 0.17 0.36 0.00 0.12 0.52 0.23 Avail Cap(c_a), veh/h 573 463 325 0 448 437 1611 785 666 1619 784 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.99 0.99 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.1 31.3 0.0 27.7 0.0 33.1 8.3 0.0 0.0 7.3 12.2 10.0 Incr Delay (d2), s/veh 0.4 2.3 0.0 0.6 0.0 2.7 0.2 0.6 0.0 0.1 1.2 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 1.6 3.1 0.0 1.2 0.0 2.3 0.4 0.1 0.0 0.5 4.6 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.5 33.6 0.0 28.2 0.0 35.8 8.6 0.6 0.0 7.4 13.4 10.7 LnGrp LOS C C C A D AAAABB Approach Vol, veh/h 367 A 195 648 1099 Approach Delay, s/veh 29.7 32.9 1.4 12.6 Approach LOS C C A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.0 47.0 8.2 17.8 7.2 46.8 11.0 15.0 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 6.0 21.0 Max Q Clear Time (g_c+I1), s 3.3 16.5 5.1 9.4 3.5 2.0 6.3 7.6 Green Ext Time (p_c), s 0.0 3.0 0.0 0.4 0.0 2.3 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 13.9 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 17 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Willow recent pm Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 47 11 36 11 47 12 35 Maximum Split (%) 10.5% 44.8% 10.5% 34.3% 10.5% 44.8% 11.4% 33.3% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43.5 54.5 101.5 7.5 43.5 54.5 101.5 8.5 End Time (s) 54.5 101.5 7.5 43.5 54.5 101.5 8.5 43.5 Yield/Force Off (s) 50.5 96 3.5 37.5 50.5 96 3.5 37.5 Yield/Force Off 170(s) 50.5 85 3.5 27.5 50.5 84 3.5 17.5 Local Start Time (s) 52.5 63.5 5.5 16.5 52.5 63.5 5.5 17.5 Local Yield (s) 59.5 0 12.5 46.5 59.5 0 12.5 46.5 Local Yield 170(s) 59.5 94 12.5 36.5 59.5 93 12.5 26.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 96 (91%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Willow 18 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Willow recent pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 304 125 83 55 194 76 88 933 50 67 855 263 Future Volume (veh/h) 304 125 83 55 194 76 88 933 50 67 855 263 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.98 0.96 1.00 1.00 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1723 1603 1723 1723 1603 1723 Adj Flow Rate, veh/h 330 136 0 60 211 67 96 1014 0 73 929 195 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222484484 Cap, veh/h 492 441 366 273 87 279 1510 724 392 1483 702 Arrive On Green 0.08 0.26 0.00 0.05 0.23 0.23 0.11 0.99 0.00 0.05 0.49 0.49 Sat Flow, veh/h 3110 1683 1484 1603 1212 385 1641 3046 1460 1641 3046 1442 Grp Volume(v), veh/h 330 136 0 60 0 278 96 1014 0 73 929 195 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1597 1641 1523 1460 1641 1523 1442 Q Serve(g_s), s 8.0 6.8 0.0 3.0 0.0 17.1 3.0 0.9 0.0 2.3 23.6 8.4 Cycle Q Clear(g_c), s 8.0 6.8 0.0 3.0 0.0 17.1 3.0 0.9 0.0 2.3 23.6 8.4 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 492 441 366 0 360 279 1510 724 392 1483 702 V/C Ratio(X) 0.67 0.31 0.16 0.00 0.77 0.34 0.67 0.00 0.19 0.63 0.28 Avail Cap(c_a), veh/h 492 497 410 0 456 314 1510 724 442 1483 702 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.91 0.91 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.2 31.1 0.0 28.8 0.0 38.2 14.2 0.2 0.0 12.0 19.9 16.0 Incr Delay (d2), s/veh 3.5 0.4 0.0 0.2 0.0 6.2 0.7 2.2 0.0 0.2 2.0 1.0 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 3.4 2.8 0.0 1.2 0.0 7.3 1.0 0.6 0.0 0.8 8.3 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.7 31.5 0.0 29.0 0.0 44.4 14.8 2.4 0.0 12.2 21.9 17.0 LnGrp LOS C C C A D BAABCB Approach Vol, veh/h 466 A 338 1110 1197 Approach Delay, s/veh 33.1 41.6 3.5 20.5 Approach LOS C D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.7 55.6 8.1 32.5 7.8 56.5 12.0 28.7 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 41.5 7.0 30.0 7.0 41.5 7.0 29.0 Max Q Clear Time (g_c+I1), s 5.0 25.6 5.0 8.8 4.3 2.9 10.0 19.1 Green Ext Time (p_c), s 0.0 4.3 0.0 0.3 0.0 4.8 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 18.6 HCM 6th LOS B Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 19 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) recent am Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 40 29 15 36 29 Maximum Split (%) 13.8% 50.0% 36.3% 18.8% 45.0% 36.3% Minimum Split (s) 11 22 29 11 23 28 Yellow Time (s) 3 3 3.5 3 3 3.5 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 73 4 44 73 8 44 End Time (s) 4 44 73 8 44 73 Yield/Force Off (s) 0 39 67 4 39 67 Yield/Force Off 170(s) 0 29 51 4 28 52 Local Start Time (s) 34 45 5 34 49 5 Local Yield (s) 41 0 28 45 0 28 Local Yield 170(s) 41 70 12 45 69 13 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 39 (49%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 20 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) recent am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 76 16 60 163 240 22 316 61 342 612 18 Future Volume (veh/h) 6 76 16 60 163 240 22 316 61 342 612 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.99 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 1796 1870 1870 1745 1870 1870 1945 1678 1945 1796 Adj Flow Rate, veh/h 7 87 5 69 187 0 25 363 0 393 703 19 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 22222152221522 Cap, veh/h 172 284 16 243 303 542 1911 772 2404 65 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.00 0.03 0.54 0.00 0.30 1.00 1.00 Sat Flow, veh/h 1188 1750 101 1291 1870 1479 1781 3554 1648 1598 3675 99 Grp Volume(v), veh/h 7 0 92 69 187 0 25 363 0 393 353 369 Grp Sat Flow(s),veh/h/ln 1188 0 1851 1291 1870 1479 1781 1777 1648 1598 1848 1926 Q Serve(g_s), s 0.4 0.0 3.5 4.0 7.4 0.0 0.5 4.2 0.0 9.2 0.0 0.0 Cycle Q Clear(g_c), s 7.9 0.0 3.5 7.5 7.4 0.0 0.5 4.2 0.0 9.2 0.0 0.0 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 172 0 300 243 303 542 1911 772 1209 1260 V/C Ratio(X) 0.04 0.00 0.31 0.28 0.62 0.05 0.19 0.51 0.29 0.29 Avail Cap(c_a), veh/h 336 0 555 421 561 660 1911 772 1209 1260 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.83 0.83 0.83 Uniform Delay (d), s/veh 34.9 0.0 29.5 32.9 31.2 0.0 7.4 9.5 0.0 4.1 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.6 0.6 2.0 0.0 0.0 0.2 0.0 0.5 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 1.6 1.3 3.4 0.0 0.2 1.6 0.0 1.5 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.0 0.0 30.1 33.5 33.2 0.0 7.5 9.7 0.0 4.6 0.5 0.5 LnGrp LOS C A C C C A A A A A Approach Vol, veh/h 99 256 A 388 A 1115 Approach Delay, s/veh 30.5 33.3 9.6 1.9 Approach LOS C C A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 56.3 18.0 15.0 47.0 18.0 Change Period (Y+Rc), s 4.0 5.0 6.0 4.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 35.0 23.0 11.0 31.0 23.0 Max Q Clear Time (g_c+I1), s 2.5 2.0 9.9 11.2 6.2 9.5 Green Ext Time (p_c), s 0.0 2.5 0.2 0.0 1.4 0.7 Intersection Summary HCM 6th Ctrl Delay 9.4 HCM 6th LOS A Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 21 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) recent pm Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 65 29 32 44 29 Maximum Split (%) 10.5% 61.9% 27.6% 30.5% 41.9% 27.6% Minimum Split (s) 11 22 28.5 11 23 28 Yellow Time (s) 333333 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7422 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 103 27 59 103 End Time (s) 38 103 27 59 103 27 Yield/Force Off (s) 34 98 21.5 55 98 21.5 Yield/Force Off 170(s) 34 88 5.5 55 87 6.5 Local Start Time (s) 34 45 5 34 66 5 Local Yield (s) 41 0 28.5 62 0 28.5 Local Yield 170(s) 41 95 12.5 62 94 13.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 98 (93%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 22 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) recent pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 150 36 106 152 323 32 706 262 265 652 27 Future Volume (veh/h) 27 150 36 106 152 323 32 706 262 265 652 27 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 1.00 1.00 1.00 1.00 0.97 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 1683 1683 1616 1657 1657 1570 1683 1683 1751 1510 1723 1590 Adj Flow Rate, veh/h 31 170 31 120 173 0 36 802 0 301 741 29 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, % 22244152221544 Cap, veh/h 224 322 59 199 387 450 1668 461 1997 78 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.00 0.03 0.52 0.00 0.27 1.00 1.00 Sat Flow, veh/h 1079 1380 252 1035 1657 1331 1603 3198 1484 1438 3207 125 Grp Volume(v), veh/h 31 0 201 120 173 0 36 802 0 301 378 392 Grp Sat Flow(s),veh/h/ln 1079 0 1632 1035 1657 1331 1603 1599 1484 1438 1637 1696 Q Serve(g_s), s 2.7 0.0 11.3 12.0 9.4 0.0 1.1 16.8 0.0 10.3 0.0 0.0 Cycle Q Clear(g_c), s 12.0 0.0 11.3 23.3 9.4 0.0 1.1 16.8 0.0 10.3 0.0 0.0 Prop In Lane 1.00 0.15 1.00 1.00 1.00 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 224 0 381 199 387 450 1668 461 1019 1056 V/C Ratio(X) 0.14 0.00 0.53 0.60 0.45 0.08 0.48 0.65 0.37 0.37 Avail Cap(c_a), veh/h 224 0 381 199 387 517 1668 664 1019 1056 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.79 0.79 0.79 Uniform Delay (d), s/veh 39.6 0.0 35.2 45.4 34.5 0.0 10.6 16.0 0.0 8.7 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 1.4 5.1 0.8 0.0 0.1 1.0 0.0 1.2 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 4.7 3.4 3.8 0.0 0.4 6.2 0.0 2.2 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.9 0.0 36.6 50.5 35.3 0.0 10.7 17.0 0.0 9.9 0.8 0.8 LnGrp LOS D A D D D B B A A A Approach Vol, veh/h 232 293 A 838 A 1071 Approach Delay, s/veh 37.0 41.5 16.8 3.4 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.6 69.4 29.0 17.2 58.8 29.0 Change Period (Y+Rc), s 4.0 5.0 5.5 4.0 5.0 5.5 Max Green Setting (Gmax), s 7.0 60.0 23.5 28.0 39.0 23.5 Max Q Clear Time (g_c+I1), s 3.1 2.0 14.0 12.3 18.8 25.3 Green Ext Time (p_c), s 0.0 2.8 0.5 0.9 3.3 0.0 Intersection Summary HCM 6th Ctrl Delay 15.8 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 23 HCM 6th TWSC 3: Mason & Cherry recent am Synchro 10 Light Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 14 402 11 45 329 22 7 4 16 9 7 11 Future Vol, veh/h 14 402 11 45 329 22 7 4 16 9 7 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 150--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 473 13 53 387 26 8 5 19 11 8 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 413 0 0 486 0 0 1029 1031 480 1030 1024 400 Stage 1 - ----- 512 512- 506 506- Stage 2 - ----- 517 519- 524 518- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1146 - - 1077 - - 212 233 586 212 235 650 Stage 1 - ----- 545 536- 549 540- Stage 2 - ----- 541 533- 537 533- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1146 - - 1077 - - 192 219 586 192 220 650 Mov Cap-2 Maneuver - ----- 192 219- 192 220- Stage 1 - ----- 537 528- 541 514- Stage 2 - ----- 496 507- 508 526- Approach EB WB NB SB HCM Control Delay, s 0.3 1 16.5 19.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 201 586 1146 - - 1077 - - 282 HCM Lane V/C Ratio 0.064 0.032 0.014 - - 0.049 - - 0.113 HCM Control Delay (s) 24.1 11.3 8.2 - - 8.5 - - 19.4 HCM Lane LOS C B A - - A - - C HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0.2 - - 0.4 24 HCM 6th TWSC 3: Mason & Cherry recent pm Synchro 10 Light Report Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 434 7 41 422 42 21 1 78 17 8 10 Future Vol, veh/h 5 434 7 41 422 42 21 1 78 17 8 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 100--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 482 8 46 469 47 23 1 87 19 9 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 516 0 0 490 0 0 1093 1106 486 1127 1087 493 Stage 1 - ----- 498 498- 585 585- Stage 2 - ----- 595 608- 542 502- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1050 - - 1073 - - 192 210 581 182 216 576 Stage 1 - ----- 554 544- 497 498- Stage 2 - ----- 491 486- 525 542- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1050 - - 1073 - - 175 200 581 149 205 576 Mov Cap-2 Maneuver - ----- 175 200- 149 205- Stage 1 - ----- 551 541- 494 477- Stage 2 - ----- 452 465- 443 539- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 15.9 26.6 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 176 581 1050 - - 1073 - - 205 HCM Lane V/C Ratio 0.139 0.149 0.005 - - 0.042 - - 0.19 HCM Control Delay (s) 28.7 12.3 8.4 - - 8.5 - - 26.6 HCM Lane LOS D B A - - A - - D HCM 95th %tile Q(veh) 0.5 0.5 0 - - 0.1 - - 0.7 25 HCM 6th TWSC 4: Mason & Maple recent am Synchro 10 Light Report Intersection Int Delay, s/veh 10.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 142 17 41 198 10 13 20 6 4 62 7 Future Vol, veh/h 1 142 17 41 198 10 13 20 6 4 62 7 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 - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 167 20 48 233 12 15 24 7 5 73 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 267 148 77 239 149 28 81 0 0 31 0 0 Stage 1 87 87 - 58 58 ------- Stage 2 180 61 - 181 91 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 686 743 984 715 743 1047 1517 - - 1582 - - Stage 1 921 823 - 954 847 ------- Stage 2 822 844 - 821 820 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 506 733 984 572 733 1047 1517 - - 1582 - - Mov Cap-2 Maneuver 506 733 - 572 733 ------- Stage 1 912 821 - 944 839 ------- Stage 2 581 836 - 639 818 ------- Approach EB WB NB SB HCM Control Delay, s 11.4 13.6 2.5 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1517 - - 751 709 1582 - - HCM Lane V/C Ratio 0.01 - - 0.251 0.413 0.003 - - HCM Control Delay (s) 7.4 0 - 11.4 13.6 7.3 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 1 2 0 - - 26 HCM 6th TWSC 4: Mason & Maple recent pm Synchro 10 Light Report Intersection Int Delay, s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 175 20 46 215 9 12 81 38 5 39 5 Future Vol, veh/h 8 175 20 46 215 9 12 81 38 5 39 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 - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 194 22 51 239 10 13 90 42 6 43 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 320 216 46 303 198 111 49 0 0 132 0 0 Stage 1 58 58 - 137 137 ------- Stage 2 262 158 - 166 61 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 633 682 1023 649 698 942 1558 - - 1453 - - Stage 1 954 847 - 866 783 ------- Stage 2 743 767 - 836 844 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 453 673 1023 489 689 942 1558 - - 1453 - - Mov Cap-2 Maneuver 453 673 - 489 689 ------- Stage 1 945 844 - 858 776 ------- Stage 2 504 760 - 627 841 ------- Approach EB WB NB SB HCM Control Delay, s 12.8 15.2 0.7 0.8 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1558 - - 683 650 1453 - - HCM Lane V/C Ratio 0.009 - - 0.33 0.462 0.004 - - HCM Control Delay (s) 7.3 0 - 12.8 15.2 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.4 2.4 0 - - 27 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 28 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 29 APPENDIX D 30 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1190 VPH SB PM 40 VPH NB AM 45 VPH NB PM 140 VPH AM 1030 VPH SB AM 30 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE (2040) TOTAL PEAK HOUR WARRANT AT CHERRY/MASON MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1190 VPH SB PM 40 VPH NB AM 45 VPH NB PM 140 VPH AM 1030 VPH SB AM 30 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1190 VPH SB PM 40 VPH NB AM 45 VPH NB PM 140 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 320 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 230 VPH WB PM 350 VPH AM 145 VPH EB AM 205 VPH EB PM 255 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE (2040) TOTAL PEAK HOUR WARRANT AT MASON/MAPLE MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 320 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 230 VPH WB PM 350 VPH AM 145 VPH EB AM 205 VPH EB PM 255 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 320 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 230 VPH WB PM 350 VPH AM 145 VPH APPENDIX E 33 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow short background am Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78.5 9.5 40.5 51.5 78.5 9.5 40.5 51.5 End Time (s) 9.5 40.5 51.5 78.5 9.5 40.5 51.5 78.5 Yield/Force Off (s) 5.5 35 47.5 72.5 5.5 35 46.5 72.5 Yield/Force Off 170(s) 5.5 24 47.5 62.5 5.5 23 46.5 52.5 Local Start Time (s) 43.5 54.5 5.5 16.5 43.5 54.5 5.5 16.5 Local Yield (s) 50.5 0 12.5 37.5 50.5 0 11.5 37.5 Local Yield 170(s) 50.5 69 12.5 27.5 50.5 68 11.5 17.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (44%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 34 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow short background am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 179 149 137 66 89 47 55 524 41 63 758 289 Future Volume (veh/h) 179 149 137 66 89 47 55 524 41 63 758 289 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.99 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1751 1603 1751 1751 1603 1751 Adj Flow Rate, veh/h 211 175 0 78 105 23 65 616 2 74 892 196 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, % 222222282282 Cap, veh/h 572 273 268 172 38 335 1597 773 572 1604 777 Arrive On Green 0.09 0.16 0.00 0.07 0.13 0.13 0.10 1.00 1.00 0.05 0.53 0.53 Sat Flow, veh/h 3110 1683 1484 1603 1335 292 1667 3046 1475 1667 3046 1475 Grp Volume(v), veh/h 211 175 0 78 0 128 65 616 2 74 892 196 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1627 1667 1523 1475 1667 1523 1475 Q Serve(g_s), s 4.5 7.8 0.0 3.3 0.0 5.9 1.4 0.0 0.0 1.6 15.7 5.8 Cycle Q Clear(g_c), s 4.5 7.8 0.0 3.3 0.0 5.9 1.4 0.0 0.0 1.6 15.7 5.8 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 572 273 268 0 210 335 1597 773 572 1604 777 V/C Ratio(X) 0.37 0.64 0.29 0.00 0.61 0.19 0.39 0.00 0.13 0.56 0.25 Avail Cap(c_a), veh/h 572 463 320 0 448 417 1597 773 651 1604 777 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.1 31.4 0.0 27.3 0.0 32.9 8.7 0.0 0.0 7.5 12.7 10.3 Incr Delay (d2), s/veh 0.4 2.5 0.0 0.6 0.0 2.8 0.3 0.7 0.0 0.1 1.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 3.3 0.0 1.3 0.0 2.5 0.4 0.2 0.0 0.5 5.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.5 33.9 0.0 27.9 0.0 35.8 9.0 0.7 0.0 7.6 14.1 11.1 LnGrp LOS C C C A D AAAABB Approach Vol, veh/h 386 A 206 683 1162 Approach Delay, s/veh 29.8 32.8 1.5 13.2 Approach LOS C C A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.1 46.6 8.4 18.0 7.2 46.4 11.0 15.3 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 6.0 21.0 Max Q Clear Time (g_c+I1), s 3.4 17.7 5.3 9.8 3.6 2.0 6.5 7.9 Green Ext Time (p_c), s 0.0 2.9 0.0 0.4 0.0 2.5 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 14.2 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 35 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow short background pm Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 47 11 36 11 47 12 35 Maximum Split (%) 10.5% 44.8% 10.5% 34.3% 10.5% 44.8% 11.4% 33.3% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43.5 54.5 101.5 7.5 43.5 54.5 101.5 8.5 End Time (s) 54.5 101.5 7.5 43.5 54.5 101.5 8.5 43.5 Yield/Force Off (s) 50.5 96 3.5 37.5 50.5 96 3.5 37.5 Yield/Force Off 170(s) 50.5 85 3.5 27.5 50.5 84 3.5 17.5 Local Start Time (s) 52.5 63.5 5.5 16.5 52.5 63.5 5.5 17.5 Local Yield (s) 59.5 0 12.5 46.5 59.5 0 12.5 46.5 Local Yield 170(s) 59.5 94 12.5 36.5 59.5 93 12.5 26.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 96 (91%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 36 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow short background pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 320 131 87 58 204 80 92 981 53 70 899 276 Future Volume (veh/h) 320 131 87 58 204 80 92 981 53 70 899 276 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.98 0.96 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1723 1603 1723 1723 1603 1723 Adj Flow Rate, veh/h 348 142 0 63 222 71 100 1066 4 76 977 209 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222484484 Cap, veh/h 483 448 369 280 89 263 1488 704 370 1459 691 Arrive On Green 0.08 0.27 0.00 0.05 0.23 0.23 0.11 0.98 0.98 0.05 0.48 0.48 Sat Flow, veh/h 3110 1683 1484 1603 1210 387 1641 3046 1442 1641 3046 1442 Grp Volume(v), veh/h 348 142 0 63 0 293 100 1066 4 76 977 209 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1597 1641 1523 1442 1641 1523 1442 Q Serve(g_s), s 8.0 7.1 0.0 3.1 0.0 18.1 3.2 2.9 0.0 2.4 25.8 9.3 Cycle Q Clear(g_c), s 8.0 7.1 0.0 3.1 0.0 18.1 3.2 2.9 0.0 2.4 25.8 9.3 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 483 448 369 0 369 263 1488 704 370 1459 691 V/C Ratio(X) 0.72 0.32 0.17 0.00 0.79 0.38 0.72 0.01 0.21 0.67 0.30 Avail Cap(c_a), veh/h 483 497 410 0 456 295 1488 704 417 1459 691 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.1 30.9 0.0 28.3 0.0 38.0 15.1 0.7 0.6 12.4 21.0 16.7 Incr Delay (d2), s/veh 5.2 0.4 0.0 0.2 0.0 7.6 0.8 2.6 0.0 0.3 2.5 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 2.9 0.0 1.2 0.0 7.8 1.1 0.8 0.0 0.9 9.2 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.3 31.3 0.0 28.5 0.0 45.7 15.9 3.3 0.6 12.6 23.4 17.8 LnGrp LOS D C C A D BAABCB Approach Vol, veh/h 490 A 356 1170 1262 Approach Delay, s/veh 34.9 42.6 4.4 21.8 Approach LOS C D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.9 54.8 8.3 33.0 8.0 55.8 12.0 29.3 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 41.5 7.0 30.0 7.0 41.5 7.0 29.0 Max Q Clear Time (g_c+I1), s 5.2 27.8 5.1 9.1 4.4 4.9 10.0 20.1 Green Ext Time (p_c), s 0.0 4.4 0.0 0.4 0.0 5.2 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 19.8 HCM 6th LOS B Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 37 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short background am Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 40 29 15 36 29 Maximum Split (%) 13.8% 50.0% 36.3% 18.8% 45.0% 36.3% Minimum Split (s) 11 22 29 11 23 28 Yellow Time (s) 3 3 3.5 3 3 3.5 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 73 4 44 73 8 44 End Time (s) 4 44 73 8 44 73 Yield/Force Off (s) 0 39 67 4 39 67 Yield/Force Off 170(s) 0 29 51 4 28 52 Local Start Time (s) 34 45 5 34 49 5 Local Yield (s) 41 0 28 45 0 28 Local Yield 170(s) 41 70 12 45 69 13 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 39 (49%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 38 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short background am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 7 80 17 126 171 252 23 332 127 359 643 19 Future Volume (veh/h) 7 80 17 126 171 252 23 332 127 359 643 19 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.99 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 1796 1870 1870 1745 1870 1870 1945 1678 1945 1796 Adj Flow Rate, veh/h 8 92 7 145 197 0 26 382 0 413 739 20 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 22222152221522 Cap, veh/h 229 362 28 304 395 496 1738 712 2222 60 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.00 0.03 0.49 0.00 0.30 1.00 1.00 Sat Flow, veh/h 1179 1715 130 1286 1870 1479 1781 3554 1648 1598 3675 99 Grp Volume(v), veh/h 8 0 99 145 197 0 26 382 0 413 372 387 Grp Sat Flow(s),veh/h/ln 1179 0 1845 1286 1870 1479 1781 1777 1648 1598 1848 1926 Q Serve(g_s), s 0.5 0.0 3.6 8.5 7.4 0.0 0.6 4.9 0.0 11.8 0.0 0.0 Cycle Q Clear(g_c), s 7.9 0.0 3.6 12.1 7.4 0.0 0.6 4.9 0.0 11.8 0.0 0.0 Prop In Lane 1.00 0.07 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 229 0 389 304 395 496 1738 712 1117 1165 V/C Ratio(X) 0.03 0.00 0.25 0.48 0.50 0.05 0.22 0.58 0.33 0.33 Avail Cap(c_a), veh/h 334 0 554 418 561 612 1738 712 1117 1165 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.78 0.78 0.78 Uniform Delay (d), s/veh 31.3 0.0 26.3 31.3 27.8 0.0 9.2 11.7 0.0 5.8 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.3 1.2 1.0 0.0 0.0 0.3 0.0 0.9 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 1.6 2.7 3.3 0.0 0.2 1.9 0.0 2.1 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.4 0.0 26.7 32.5 28.8 0.0 9.3 12.0 0.0 6.7 0.6 0.6 LnGrp LOS C A C C C A B A A A Approach Vol, veh/h 107 342 A 408 A 1172 Approach Delay, s/veh 27.0 30.4 11.8 2.8 Approach LOS C C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.8 52.4 21.9 15.0 43.1 21.9 Change Period (Y+Rc), s 4.0 5.0 6.0 4.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 35.0 23.0 11.0 31.0 23.0 Max Q Clear Time (g_c+I1), s 2.6 2.0 9.9 13.8 6.9 14.1 Green Ext Time (p_c), s 0.0 2.7 0.2 0.0 1.4 0.8 Intersection Summary HCM 6th Ctrl Delay 10.5 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 39 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short background pm Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 65 29 32 44 29 Maximum Split (%) 10.5% 61.9% 27.6% 30.5% 41.9% 27.6% Minimum Split (s) 11 22 28.5 11 23 28 Yellow Time (s) 333333 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7422 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 103 27 59 103 End Time (s) 38 103 27 59 103 27 Yield/Force Off (s) 34 98 21.5 55 98 21.5 Yield/Force Off 170(s) 34 88 5.5 55 87 6.5 Local Start Time (s) 34 45 5 34 66 5 Local Yield (s) 41 0 28.5 62 0 28.5 Local Yield 170(s) 41 95 12.5 62 94 13.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 98 (93%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 40 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short background pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 28 158 38 111 160 339 34 742 275 279 685 28 Future Volume (veh/h) 28 158 38 111 160 339 34 742 275 279 685 28 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 1.00 1.00 1.00 1.00 0.97 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 1683 1683 1616 1657 1657 1570 1683 1683 1751 1510 1723 1590 Adj Flow Rate, veh/h 32 180 33 126 182 0 39 843 0 317 778 30 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, % 22244152221544 Cap, veh/h 217 322 59 190 387 436 1642 454 1995 77 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.00 0.04 0.51 0.00 0.29 1.00 1.00 Sat Flow, veh/h 1070 1379 253 1025 1657 1331 1603 3198 1484 1438 3209 124 Grp Volume(v), veh/h 32 0 213 126 182 0 39 843 0 317 397 411 Grp Sat Flow(s),veh/h/ln 1070 0 1632 1025 1657 1331 1603 1599 1484 1438 1637 1696 Q Serve(g_s), s 2.8 0.0 12.1 12.4 9.9 0.0 1.2 18.3 0.0 11.2 0.0 0.0 Cycle Q Clear(g_c), s 12.7 0.0 12.1 24.5 9.9 0.0 1.2 18.3 0.0 11.2 0.0 0.0 Prop In Lane 1.00 0.15 1.00 1.00 1.00 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 217 0 381 190 387 436 1642 454 1018 1054 V/C Ratio(X) 0.15 0.00 0.56 0.66 0.47 0.09 0.51 0.70 0.39 0.39 Avail Cap(c_a), veh/h 217 0 381 190 387 501 1642 644 1018 1054 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.72 0.72 0.72 Uniform Delay (d), s/veh 40.1 0.0 35.5 46.5 34.7 0.0 11.0 16.9 0.0 9.3 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 1.8 8.4 0.9 0.0 0.1 1.2 0.0 1.4 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 5.0 3.7 4.1 0.0 0.4 6.7 0.0 2.3 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.5 0.0 37.3 54.9 35.6 0.0 11.0 18.0 0.0 10.8 0.8 0.8 LnGrp LOS D A D D D B B B A A Approach Vol, veh/h 245 308 A 882 A 1125 Approach Delay, s/veh 37.7 43.5 17.7 3.6 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 69.3 29.0 18.1 57.9 29.0 Change Period (Y+Rc), s 4.0 5.0 5.5 4.0 5.0 5.5 Max Green Setting (Gmax), s 7.0 60.0 23.5 28.0 39.0 23.5 Max Q Clear Time (g_c+I1), s 3.2 2.0 14.7 13.2 20.3 26.5 Green Ext Time (p_c), s 0.0 3.0 0.5 0.9 3.4 0.0 Intersection Summary HCM 6th Ctrl Delay 16.5 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 41 HCM 6th TWSC 3: Mason & Cherry short background am Synchro 10 Light Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 423 12 47 346 23 7 4 17 9 7 12 Future Vol, veh/h 15 423 12 47 346 23 7 4 17 9 7 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 150--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 18 498 14 55 407 27 8 5 20 11 8 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 434 0 0 512 0 0 1083 1085 505 1085 1079 421 Stage 1 - ----- 541 541- 531 531- Stage 2 - ----- 542 544- 554 548- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1126 - - 1053 - - 195 217 567 194 218 632 Stage 1 - ----- 525 521- 532 526- Stage 2 - ----- 525 519- 517 517- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1126 - - 1053 - - 175 202 567 174 203 632 Mov Cap-2 Maneuver - ----- 175 202- 174 203- Stage 1 - ----- 517 513- 523 499- Stage 2 - ----- 478 492- 486 509- Approach EB WB NB SB HCM Control Delay, s 0.3 1 17.3 20.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 184 567 1126 - - 1053 - - 266 HCM Lane V/C Ratio 0.07 0.035 0.016 - - 0.053 - - 0.124 HCM Control Delay (s) 26 11.6 8.2 - - 8.6 - - 20.4 HCM Lane LOS D B A - - A - - C HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0.2 - - 0.4 42 HCM 6th TWSC 3: Mason & Cherry short background pm Synchro 10 Light Report Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 456 7 43 444 44 22 1 82 18 8 11 Future Vol, veh/h 5 456 7 43 444 44 22 1 82 18 8 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 100--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 507 8 48 493 49 24 1 91 20 9 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 515 0 0 1147 1161 511 1183 1141 518 Stage 1 - ----- 523 523- 614 614- Stage 2 - ----- 624 638- 569 527- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1027 - - 1051 - - 176 195 563 166 201 558 Stage 1 - ----- 537 530- 479 483- Stage 2 - ----- 473 471- 507 528- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1027 - - 1051 - - 160 185 563 133 191 558 Mov Cap-2 Maneuver - ----- 160 185- 133 191- Stage 1 - ----- 534 527- 476 461- Stage 2 - ----- 433 449- 422 525- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 16.7 29.4 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 161 563 1027 - - 1051 - - 188 HCM Lane V/C Ratio 0.159 0.162 0.005 - - 0.045 - - 0.219 HCM Control Delay (s) 31.5 12.6 8.5 - - 8.6 - - 29.4 HCM Lane LOS D B A - - A - - D HCM 95th %tile Q(veh) 0.5 0.6 0 - - 0.1 - - 0.8 43 HCM 6th TWSC 4: Mason & Maple short background am Synchro 10 Light Report Intersection Int Delay, s/veh 10.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 149 18 43 208 11 14 21 6 4 65 7 Future Vol, veh/h 1 149 18 43 208 11 14 21 6 4 65 7 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 - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 175 21 51 245 13 16 25 7 5 76 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 280 154 80 249 155 29 84 0 0 32 0 0 Stage 1 90 90 - 61 61 ------- Stage 2 190 64 - 188 94 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 672 738 980 705 737 1046 1513 - - 1580 - - Stage 1 917 820 - 950 844 ------- Stage 2 812 842 - 814 817 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 485 728 980 556 727 1046 1513 - - 1580 - - Mov Cap-2 Maneuver 485 728 - 556 727 ------- Stage 1 907 818 - 940 835 ------- Stage 2 561 833 - 624 815 ------- Approach EB WB NB SB HCM Control Delay, s 11.6 14.1 2.5 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1513 - - 746 701 1580 - - HCM Lane V/C Ratio 0.011 - - 0.265 0.44 0.003 - - HCM Control Delay (s) 7.4 0 - 11.6 14.1 7.3 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 1.1 2.3 0 - - 44 HCM 6th TWSC 4: Mason & Maple short background pm Synchro 10 Light Report Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 184 21 48 226 9 13 85 40 5 41 5 Future Vol, veh/h 8 184 21 48 226 9 13 85 40 5 41 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 - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 204 23 53 251 10 14 94 44 6 46 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 336 227 49 319 208 116 52 0 0 138 0 0 Stage 1 61 61 - 144 144 ------- Stage 2 275 166 - 175 64 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 618 672 1020 634 689 936 1554 - - 1446 - - Stage 1 950 844 - 859 778 ------- Stage 2 731 761 - 827 842 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 431 663 1020 467 679 936 1554 - - 1446 - - Mov Cap-2 Maneuver 431 663 - 467 679 ------- Stage 1 941 841 - 850 770 ------- Stage 2 482 753 - 609 839 ------- Approach EB WB NB SB HCM Control Delay, s 13.2 16.1 0.7 0.7 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1554 - - 673 636 1446 - - HCM Lane V/C Ratio 0.009 - - 0.352 0.494 0.004 - - HCM Control Delay (s) 7.3 0 - 13.2 16.1 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.6 2.7 0 - - 45 HCM 6th TWSC 5: Alley & Cherry short background am Synchro 10 Light Report Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 457 1 0 425 0 6 Future Vol, veh/h 457 1 0 425 0 6 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 538 1 0 500 0 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 270 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 729 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 729 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 729 - - - HCM Lane V/C Ratio 0.01 - - - HCM Control Delay (s) 10 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - 46 HCM 6th TWSC 5: Alley & Cherry short background pm Synchro 10 Light Report Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 547 2 0 552 0 4 Future Vol, veh/h 547 2 0 552 0 4 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 608 2 0 613 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 305 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 692 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 692 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 692 - - - HCM Lane V/C Ratio 0.006 - - - HCM Control Delay (s) 10.2 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - 47 HCM 6th TWSC 6: Maple & Alley short background am Synchro 10 Light Report Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 132 238 8 14 5 Future Vol, veh/h 1 132 238 8 14 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 1 155 280 9 16 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 289 0 - 0 442 285 Stage 1 - - - - 285 - Stage 2 - - - - 157 - 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 1273 - - - 573 754 Stage 1 - - - - 763 - Stage 2 - - - - 871 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1273 - - - 572 754 Mov Cap-2 Maneuver - - - - 572 - Stage 1 - - - - 762 - Stage 2 - - - - 871 - Approach EB WB SB HCM Control Delay, s 0.1 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1273 - - - 611 HCM Lane V/C Ratio 0.001 - - - 0.037 HCM Control Delay (s) 7.8 0 - - 11.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 48 HCM 6th TWSC 6: Maple & Alley short background pm Synchro 10 Light Report Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 227 253 19 9 3 Future Vol, veh/h 4 227 253 19 9 3 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 4 252 281 21 10 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 302 0 - 0 552 292 Stage 1 - - - - 292 - Stage 2 - - - - 260 - 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 1259 - - - 495 747 Stage 1 - - - - 758 - Stage 2 - - - - 783 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1259 - - - 493 747 Mov Cap-2 Maneuver - - - - 493 - Stage 1 - - - - 755 - Stage 2 - - - - 783 - Approach EB WB SB HCM Control Delay, s 0.1 0 11.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1259 - - - 539 HCM Lane V/C Ratio 0.004 - - - 0.025 HCM Control Delay (s) 7.9 0 - - 11.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 49 APPENDIX F 50 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow long background am Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78.5 9.5 40.5 51.5 78.5 9.5 40.5 51.5 End Time (s) 9.5 40.5 51.5 78.5 9.5 40.5 51.5 78.5 Yield/Force Off (s) 5.5 35 47.5 72.5 5.5 35 46.5 72.5 Yield/Force Off 170(s) 5.5 24 47.5 62.5 5.5 23 46.5 52.5 Local Start Time (s) 43.5 54.5 5.5 16.5 43.5 54.5 5.5 16.5 Local Yield (s) 50.5 0 12.5 37.5 50.5 0 11.5 37.5 Local Yield 170(s) 50.5 69 12.5 27.5 50.5 68 11.5 17.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (44%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 51 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow long background am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 210 175 160 80 105 55 65 615 50 75 890 340 Future Volume (veh/h) 210 175 160 80 105 55 65 615 50 75 890 340 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.99 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1751 1603 1751 1751 1603 1751 Adj Flow Rate, veh/h 221 184 0 84 111 30 68 647 12 79 937 230 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, % 222222282282 Cap, veh/h 570 279 272 174 47 313 1571 760 553 1578 764 Arrive On Green 0.09 0.17 0.00 0.07 0.14 0.14 0.10 1.00 1.00 0.05 0.52 0.52 Sat Flow, veh/h 3110 1683 1484 1603 1274 344 1667 3046 1475 1667 3046 1475 Grp Volume(v), veh/h 221 184 0 84 0 141 68 647 12 79 937 230 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1618 1667 1523 1475 1667 1523 1475 Q Serve(g_s), s 4.7 8.2 0.0 3.5 0.0 6.6 1.5 0.0 0.0 1.7 17.1 7.1 Cycle Q Clear(g_c), s 4.7 8.2 0.0 3.5 0.0 6.6 1.5 0.0 0.0 1.7 17.1 7.1 Prop In Lane 1.00 1.00 1.00 0.21 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 570 279 272 0 221 313 1571 760 553 1578 764 V/C Ratio(X) 0.39 0.66 0.31 0.00 0.64 0.22 0.41 0.02 0.14 0.59 0.30 Avail Cap(c_a), veh/h 570 463 319 0 445 394 1571 760 630 1578 764 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.0 31.2 0.0 26.7 0.0 32.6 9.4 0.0 0.0 7.8 13.4 11.0 Incr Delay (d2), s/veh 0.4 2.6 0.0 0.6 0.0 3.0 0.3 0.8 0.0 0.1 1.7 1.0 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 1.7 3.5 0.0 1.4 0.0 2.7 0.5 0.2 0.0 0.5 5.5 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.4 33.9 0.0 27.4 0.0 35.7 9.7 0.8 0.0 7.9 15.1 12.0 LnGrp LOS C C C A D AAAABB Approach Vol, veh/h 405 A 225 727 1246 Approach Delay, s/veh 29.8 32.6 1.6 14.1 Approach LOS C C A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.1 45.9 8.7 18.3 7.3 45.7 11.0 15.9 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 6.0 21.0 Max Q Clear Time (g_c+I1), s 3.5 19.1 5.5 10.2 3.7 2.0 6.7 8.6 Green Ext Time (p_c), s 0.0 2.8 0.0 0.4 0.0 2.7 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 14.6 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 52 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Willow long background pm Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 47 11 36 11 47 12 35 Maximum Split (%) 10.5% 44.8% 10.5% 34.3% 10.5% 44.8% 11.4% 33.3% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43.5 54.5 101.5 7.5 43.5 54.5 101.5 8.5 End Time (s) 54.5 101.5 7.5 43.5 54.5 101.5 8.5 43.5 Yield/Force Off (s) 50.5 96 3.5 37.5 50.5 96 3.5 37.5 Yield/Force Off 170(s) 50.5 85 3.5 27.5 50.5 84 3.5 17.5 Local Start Time (s) 52.5 63.5 5.5 16.5 52.5 63.5 5.5 17.5 Local Yield (s) 59.5 0 12.5 46.5 59.5 0 12.5 46.5 Local Yield 170(s) 59.5 94 12.5 36.5 59.5 93 12.5 26.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 96 (91%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Willow 53 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Willow long background pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 375 155 100 70 240 95 110 1150 60 85 1055 325 Future Volume (veh/h) 375 155 100 70 240 95 110 1150 60 85 1055 325 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.97 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1723 1603 1723 1723 1603 1723 Adj Flow Rate, veh/h 395 163 0 74 253 84 116 1211 10 89 1111 254 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, % 222222484484 Cap, veh/h 458 467 376 297 99 225 1417 670 295 1386 655 Arrive On Green 0.08 0.28 0.00 0.06 0.25 0.25 0.13 0.93 0.93 0.05 0.45 0.45 Sat Flow, veh/h 3110 1683 1484 1603 1198 398 1641 3046 1441 1641 3046 1441 Grp Volume(v), veh/h 395 163 0 74 0 337 116 1211 10 89 1111 254 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1595 1641 1523 1441 1641 1523 1441 Q Serve(g_s), s 8.0 8.1 0.0 3.5 0.0 21.1 3.9 14.2 0.1 3.0 32.9 12.3 Cycle Q Clear(g_c), s 8.0 8.1 0.0 3.5 0.0 21.1 3.9 14.2 0.1 3.0 32.9 12.3 Prop In Lane 1.00 1.00 1.00 0.25 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 458 467 376 0 396 225 1417 670 295 1386 655 V/C Ratio(X) 0.86 0.35 0.20 0.00 0.85 0.51 0.85 0.01 0.30 0.80 0.39 Avail Cap(c_a), veh/h 458 497 408 0 456 246 1417 670 332 1386 655 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.81 0.81 0.81 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 30.4 0.0 26.8 0.0 37.6 19.0 2.5 2.0 14.5 24.6 18.9 Incr Delay (d2), s/veh 15.5 0.4 0.0 0.3 0.0 12.9 1.5 5.6 0.0 0.6 5.0 1.7 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 2.7 3.3 0.0 1.4 0.0 9.6 1.4 2.2 0.0 1.1 12.1 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.8 30.8 0.0 27.0 0.0 50.6 20.5 8.0 2.0 15.0 29.5 20.7 LnGrp LOS D C C A D C A A B C C Approach Vol, veh/h 558 A 411 1337 1454 Approach Delay, s/veh 43.5 46.3 9.1 27.1 Approach LOS D D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 52.3 8.9 34.1 8.6 53.3 12.0 31.0 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 41.5 7.0 30.0 7.0 41.5 7.0 29.0 Max Q Clear Time (g_c+I1), s 5.9 34.9 5.5 10.1 5.0 16.2 10.0 23.1 Green Ext Time (p_c), s 0.0 3.3 0.0 0.4 0.0 5.9 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 25.2 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 54 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long background am Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 40 29 15 36 29 Maximum Split (%) 13.8% 50.0% 36.3% 18.8% 45.0% 36.3% Minimum Split (s) 11 22 29 11 23 28 Yellow Time (s) 3 3 3.5 3 3 3.5 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 73 4 44 73 8 44 End Time (s) 4 44 73 8 44 73 Yield/Force Off (s) 0 39 67 4 39 67 Yield/Force Off 170(s) 0 29 51 4 28 52 Local Start Time (s) 34 45 5 34 49 5 Local Yield (s) 41 0 28 45 0 28 Local Yield 170(s) 41 70 12 45 69 13 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 39 (49%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 55 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long background am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 95 20 150 200 295 25 390 150 420 755 20 Future Volume (veh/h) 10 95 20 150 200 295 25 390 150 420 755 20 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.99 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 1796 1870 1870 1745 1870 1870 1945 1678 1945 1796 Adj Flow Rate, veh/h 11 100 9 158 211 0 26 411 0 442 795 19 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, % 22222152221522 Cap, veh/h 236 378 34 313 419 470 1692 685 2182 52 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.00 0.03 0.48 0.00 0.30 1.00 1.00 Sat Flow, veh/h 1164 1689 152 1275 1870 1479 1781 3554 1648 1598 3688 88 Grp Volume(v), veh/h 11 0 109 158 211 0 26 411 0 442 398 416 Grp Sat Flow(s),veh/h/ln 1164 0 1841 1275 1870 1479 1781 1777 1648 1598 1848 1929 Q Serve(g_s), s 0.7 0.0 3.9 9.3 7.9 0.0 0.6 5.5 0.0 12.0 0.0 0.0 Cycle Q Clear(g_c), s 8.6 0.0 3.9 13.2 7.9 0.0 0.6 5.5 0.0 12.0 0.0 0.0 Prop In Lane 1.00 0.08 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 236 0 412 313 419 470 1692 685 1093 1141 V/C Ratio(X) 0.05 0.00 0.26 0.50 0.50 0.06 0.24 0.65 0.36 0.36 Avail Cap(c_a), veh/h 324 0 552 410 561 587 1692 685 1093 1141 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.75 0.75 0.75 Uniform Delay (d), s/veh 30.9 0.0 25.6 31.1 27.2 0.0 9.7 12.4 0.0 7.1 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.3 1.3 0.9 0.0 0.0 0.3 0.0 1.6 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 1.7 2.9 3.5 0.0 0.2 2.1 0.0 2.6 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.0 0.0 26.0 32.3 28.1 0.0 9.8 12.8 0.0 8.7 0.7 0.7 LnGrp LOS C A C C C A B A A A Approach Vol, veh/h 120 369 A 437 A 1256 Approach Delay, s/veh 26.4 29.9 12.6 3.5 Approach LOS C C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.8 51.3 22.9 15.0 42.1 22.9 Change Period (Y+Rc), s 4.0 5.0 6.0 4.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 35.0 23.0 11.0 31.0 23.0 Max Q Clear Time (g_c+I1), s 2.6 2.0 10.6 14.0 7.5 15.2 Green Ext Time (p_c), s 0.0 2.9 0.2 0.0 1.5 0.8 Intersection Summary HCM 6th Ctrl Delay 11.1 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 56 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long background pm Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 65 29 32 44 29 Maximum Split (%) 10.5% 61.9% 27.6% 30.5% 41.9% 27.6% Minimum Split (s) 11 22 28.5 11 23 28 Yellow Time (s) 333333 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7422 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 103 27 59 103 End Time (s) 38 103 27 59 103 27 Yield/Force Off (s) 34 98 21.5 55 98 21.5 Yield/Force Off 170(s) 34 88 5.5 55 87 6.5 Local Start Time (s) 34 45 5 34 66 5 Local Yield (s) 41 0 28.5 62 0 28.5 Local Yield 170(s) 41 95 12.5 62 94 13.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 98 (93%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 57 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long background pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 185 45 130 185 400 40 870 325 345 805 35 Future Volume (veh/h) 35 185 45 130 185 400 40 870 325 345 805 35 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 1.00 1.00 1.00 1.00 0.97 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 1683 1683 1616 1657 1657 1570 1683 1683 1751 1510 1723 1590 Adj Flow Rate, veh/h 37 195 38 137 195 0 42 916 0 363 847 35 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, % 22244152221544 Cap, veh/h 207 318 62 175 387 402 1559 451 1986 82 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.00 0.04 0.49 0.00 0.34 1.00 1.00 Sat Flow, veh/h 1058 1364 266 1007 1657 1331 1603 3198 1484 1438 3199 132 Grp Volume(v), veh/h 37 0 233 137 195 0 42 916 0 363 433 449 Grp Sat Flow(s),veh/h/ln 1058 0 1629 1007 1657 1331 1603 1599 1484 1438 1637 1694 Q Serve(g_s), s 3.3 0.0 13.4 11.1 10.7 0.0 1.3 21.6 0.0 13.8 0.0 0.0 Cycle Q Clear(g_c), s 14.0 0.0 13.4 24.5 10.7 0.0 1.3 21.6 0.0 13.8 0.0 0.0 Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 207 0 380 175 387 402 1559 451 1016 1052 V/C Ratio(X) 0.18 0.00 0.61 0.78 0.50 0.10 0.59 0.80 0.43 0.43 Avail Cap(c_a), veh/h 207 0 380 175 387 466 1559 604 1016 1052 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.56 0.56 0.56 Uniform Delay (d), s/veh 41.1 0.0 36.0 48.2 35.0 0.0 12.2 19.3 0.0 11.2 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 2.9 20.5 1.1 0.0 0.1 1.6 0.0 3.3 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 5.7 4.6 4.4 0.0 0.5 8.1 0.0 3.0 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.5 0.0 38.9 68.7 36.0 0.0 12.3 21.0 0.0 14.5 0.7 0.7 LnGrp LOS D A D E D B C B A A Approach Vol, veh/h 270 332 A 958 A 1245 Approach Delay, s/veh 39.3 49.5 20.6 4.7 Approach LOS D D C A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.8 69.2 29.0 20.8 55.2 29.0 Change Period (Y+Rc), s 4.0 5.0 5.5 4.0 5.0 5.5 Max Green Setting (Gmax), s 7.0 60.0 23.5 28.0 39.0 23.5 Max Q Clear Time (g_c+I1), s 3.3 2.0 16.0 15.8 23.6 26.5 Green Ext Time (p_c), s 0.0 3.3 0.6 1.0 3.5 0.0 Intersection Summary HCM 6th Ctrl Delay 18.8 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 58 HCM 6th TWSC 3: Mason & Cherry long background am Synchro 10 Light Report Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 495 15 55 405 25 10 5 20 10 10 15 Future Vol, veh/h 20 495 15 55 405 25 10 5 20 10 10 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 150--- 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 21 521 16 58 426 26 11 5 21 11 11 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 452 0 0 537 0 0 1140 1139 529 1139 1134 439 Stage 1 - ----- 571 571- 555 555- Stage 2 - ----- 569 568- 584 579- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1109 - - 1031 - - 178 201 550 178 203 618 Stage 1 - ----- 506 505- 516 513- Stage 2 - ----- 507 506- 498 501- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1109 - - 1031 - - 157 186 550 158 188 618 Mov Cap-2 Maneuver - ----- 157 186- 158 188- Stage 1 - ----- 496 495- 506 484- Stage 2 - ----- 456 478- 465 491- Approach EB WB NB SB HCM Control Delay, s 0.3 1 19.2 22 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 166 550 1109 - - 1031 - - 249 HCM Lane V/C Ratio 0.095 0.038 0.019 - - 0.056 - - 0.148 HCM Control Delay (s) 29 11.8 8.3 - - 8.7 - - 22 HCM Lane LOS D B A - - A - - C HCM 95th %tile Q(veh) 0.3 0.1 0.1 - - 0.2 - - 0.5 59 HCM 6th TWSC 3: Mason & Cherry long background pm Synchro 10 Light Report Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 535 10 50 520 50 25 5 95 20 10 15 Future Vol, veh/h 10 535 10 50 520 50 25 5 95 20 10 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 100--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 563 11 53 547 53 26 5 100 21 11 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 600 0 0 574 0 0 1284 1297 569 1323 1276 574 Stage 1 - ----- 591 591- 680 680- Stage 2 - ----- 693 706- 643 596- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 977 - - 999 - - 142 162 522 133 167 518 Stage 1 - ----- 493 494- 441 451- Stage 2 - ----- 434 439- 462 492- Platoon blocked, % - - - - Mov Cap-1 Maneuver 977 - - 999 - - 124 152 522 100 156 518 Mov Cap-2 Maneuver - ----- 124 152- 100 156- Stage 1 - ----- 488 489- 436 427- Stage 2 - ----- 389 416- 365 487- Approach EB WB NB SB HCM Control Delay, s 0.2 0.7 20.4 38.4 HCM LOS C E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 128 522 977 - - 999 - - 154 HCM Lane V/C Ratio 0.247 0.192 0.011 - - 0.053 - - 0.308 HCM Control Delay (s) 42.1 13.5 8.7 - - 8.8 - - 38.4 HCM Lane LOS E B A - - A - - E HCM 95th %tile Q(veh) 0.9 0.7 0 - - 0.2 - - 1.2 60 HCM 6th TWSC 4: Mason & Maple long background am Synchro 10 Light Report Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 175 20 50 245 15 15 25 10 5 75 10 Future Vol, veh/h 5 175 20 50 245 15 15 25 10 5 75 10 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 - ----------- 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 5 184 21 53 258 16 16 26 11 5 79 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 296 164 85 261 164 32 90 0 0 37 0 0 Stage 1 95 95 - 64 64 ------- Stage 2 201 69 - 197 100 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 656 729 974 692 729 1042 1505 - - 1574 - - Stage 1 912 816 - 947 842 ------- Stage 2 801 837 - 805 812 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 461 719 974 538 719 1042 1505 - - 1574 - - Mov Cap-2 Maneuver 461 719 - 538 719 ------- Stage 1 902 814 - 937 833 ------- Stage 2 539 828 - 608 810 ------- Approach EB WB NB SB HCM Control Delay, s 11.9 14.8 2.2 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1505 - - 728 692 1574 - - HCM Lane V/C Ratio 0.01 - - 0.289 0.472 0.003 - - HCM Control Delay (s) 7.4 0 - 11.9 14.8 7.3 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 1.2 2.5 0 - - 61 HCM 6th TWSC 4: Mason & Maple long background pm Synchro 10 Light Report Intersection Int Delay, s/veh 12.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 215 25 55 265 10 15 100 45 5 50 5 Future Vol, veh/h 10 215 25 55 265 10 15 100 45 5 50 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 - ----------- 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 11 226 26 58 279 11 16 105 47 5 53 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 372 250 56 353 229 129 58 0 0 152 0 0 Stage 1 66 66 - 161 161 ------- Stage 2 306 184 - 192 68 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 585 653 1011 602 671 921 1546 - - 1429 - - Stage 1 945 840 - 841 765 ------- Stage 2 704 747 - 810 838 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 384 643 1011 421 661 921 1546 - - 1429 - - Mov Cap-2 Maneuver 384 643 - 421 661 ------- Stage 1 935 837 - 832 757 ------- Stage 2 435 739 - 573 835 ------- Approach EB WB NB SB HCM Control Delay, s 14.3 18.5 0.7 0.6 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1546 - - 649 608 1429 - - HCM Lane V/C Ratio 0.01 - - 0.405 0.571 0.004 - - HCM Control Delay (s) 7.4 0 - 14.3 18.5 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 2 3.6 0 - - 62 HCM 6th TWSC 5: Alley & Cherry long background am Synchro 10 Light Report Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 535 5 0 500 0 5 Future Vol, veh/h 535 5 0 500 0 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - ----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 563 5 0 526 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 284 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 714 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 714 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 714 - - - HCM Lane V/C Ratio 0.007 - - - HCM Control Delay (s) 10.1 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - 63 HCM 6th TWSC 5: Alley & Cherry long background pm Synchro 10 Light Report Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 640 5 0 650 0 5 Future Vol, veh/h 640 5 0 650 0 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - ----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 674 5 0 684 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 340 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 657 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 657 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 657 - - - HCM Lane V/C Ratio 0.008 - - - HCM Control Delay (s) 10.5 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - 64 HCM 6th TWSC 6: Maple & Alley long background am Synchro 10 Light Report Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 160 280 10 15 5 Future Vol, veh/h 5 160 280 10 15 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 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 5 168 295 11 16 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 306 0 - 0 479 301 Stage 1 - - - - 301 - Stage 2 - - - - 178 - 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 1255 - - - 545 739 Stage 1 - - - - 751 - Stage 2 - - - - 853 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1255 - - - 543 739 Mov Cap-2 Maneuver - - - - 543 - Stage 1 - - - - 748 - Stage 2 - - - - 853 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1255 - - - 582 HCM Lane V/C Ratio 0.004 - - - 0.036 HCM Control Delay (s) 7.9 0 - - 11.4 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 65 HCM 6th TWSC 6: Maple & Alley long background pm Synchro 10 Light Report Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 265 295 20 10 5 Future Vol, veh/h 5 265 295 20 10 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 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 5 279 311 21 11 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 332 0 - 0 611 322 Stage 1 - - - - 322 - Stage 2 - - - - 289 - 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 1227 - - - 457 719 Stage 1 - - - - 735 - Stage 2 - - - - 760 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1227 - - - 455 719 Mov Cap-2 Maneuver - - - - 455 - Stage 1 - - - - 731 - Stage 2 - - - - 760 - Approach EB WB SB HCM Control Delay, s 0.1 0 12.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1227 - - - 518 HCM Lane V/C Ratio 0.004 - - - 0.03 HCM Control Delay (s) 7.9 0 - - 12.2 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 66 APPENDIX G 67 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow short total am Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78.5 9.5 40.5 51.5 78.5 9.5 40.5 51.5 End Time (s) 9.5 40.5 51.5 78.5 9.5 40.5 51.5 78.5 Yield/Force Off (s) 5.5 35 47.5 72.5 5.5 35 46.5 72.5 Yield/Force Off 170(s) 5.5 24 47.5 62.5 5.5 23 46.5 52.5 Local Start Time (s) 43.5 54.5 5.5 16.5 43.5 54.5 5.5 16.5 Local Yield (s) 50.5 0 12.5 37.5 50.5 0 11.5 37.5 Local Yield 170(s) 50.5 69 12.5 27.5 50.5 68 11.5 17.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (44%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 68 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow short total am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 185 151 144 70 89 47 55 524 41 63 767 289 Future Volume (veh/h) 185 151 144 70 89 47 55 524 41 63 767 289 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.99 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1751 1603 1751 1751 1603 1751 Adj Flow Rate, veh/h 218 178 0 82 105 23 65 616 2 74 902 196 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, % 222222282282 Cap, veh/h 572 268 267 172 38 332 1597 773 572 1604 777 Arrive On Green 0.09 0.16 0.00 0.07 0.13 0.13 0.10 1.00 1.00 0.05 0.53 0.53 Sat Flow, veh/h 3110 1683 1484 1603 1335 292 1667 3046 1475 1667 3046 1475 Grp Volume(v), veh/h 218 178 0 82 0 128 65 616 2 74 902 196 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1627 1667 1523 1475 1667 1523 1475 Q Serve(g_s), s 4.7 8.0 0.0 3.5 0.0 5.9 1.4 0.0 0.0 1.6 15.9 5.8 Cycle Q Clear(g_c), s 4.7 8.0 0.0 3.5 0.0 5.9 1.4 0.0 0.0 1.6 15.9 5.8 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 572 268 267 0 210 332 1597 773 572 1604 777 V/C Ratio(X) 0.38 0.66 0.31 0.00 0.61 0.20 0.39 0.00 0.13 0.56 0.25 Avail Cap(c_a), veh/h 572 463 315 0 448 414 1597 773 651 1604 777 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.3 31.6 0.0 27.3 0.0 32.9 8.8 0.0 0.0 7.5 12.7 10.3 Incr Delay (d2), s/veh 0.4 2.8 0.0 0.6 0.0 2.8 0.3 0.7 0.0 0.1 1.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 3.4 0.0 1.4 0.0 2.5 0.4 0.2 0.0 0.5 5.1 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.8 34.4 0.0 27.9 0.0 35.8 9.1 0.7 0.0 7.6 14.2 11.1 LnGrp LOS C C C A D AAAABB Approach Vol, veh/h 396 A 210 683 1172 Approach Delay, s/veh 30.2 32.7 1.5 13.2 Approach LOS C C A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.1 46.6 8.6 17.7 7.2 46.4 11.0 15.3 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 6.0 21.0 Max Q Clear Time (g_c+I1), s 3.4 17.9 5.5 10.0 3.6 2.0 6.7 7.9 Green Ext Time (p_c), s 0.0 2.9 0.0 0.4 0.0 2.5 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 69 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow short total pm Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 47 11 36 11 47 12 35 Maximum Split (%) 10.5% 44.8% 10.5% 34.3% 10.5% 44.8% 11.4% 33.3% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43.5 54.5 101.5 7.5 43.5 54.5 101.5 8.5 End Time (s) 54.5 101.5 7.5 43.5 54.5 101.5 8.5 43.5 Yield/Force Off (s) 50.5 96 3.5 37.5 50.5 96 3.5 37.5 Yield/Force Off 170(s) 50.5 85 3.5 27.5 50.5 84 3.5 17.5 Local Start Time (s) 52.5 63.5 5.5 16.5 52.5 63.5 5.5 17.5 Local Yield (s) 59.5 0 12.5 46.5 59.5 0 12.5 46.5 Local Yield 170(s) 59.5 94 12.5 36.5 59.5 93 12.5 26.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 96 (91%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 70 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow short total pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 335 137 107 62 204 80 92 981 53 70 909 276 Future Volume (veh/h) 335 137 107 62 204 80 92 981 53 70 909 276 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.96 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1723 1603 1723 1723 1603 1723 Adj Flow Rate, veh/h 364 149 0 67 222 71 100 1066 4 76 988 209 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222484484 Cap, veh/h 483 444 365 280 89 260 1488 704 370 1459 691 Arrive On Green 0.08 0.26 0.00 0.05 0.23 0.23 0.11 0.98 0.98 0.05 0.48 0.48 Sat Flow, veh/h 3110 1683 1484 1603 1210 387 1641 3046 1442 1641 3046 1442 Grp Volume(v), veh/h 364 149 0 67 0 293 100 1066 4 76 988 209 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1597 1641 1523 1442 1641 1523 1442 Q Serve(g_s), s 8.0 7.5 0.0 3.3 0.0 18.1 3.2 2.9 0.0 2.4 26.3 9.3 Cycle Q Clear(g_c), s 8.0 7.5 0.0 3.3 0.0 18.1 3.2 2.9 0.0 2.4 26.3 9.3 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 483 444 365 0 369 260 1488 704 370 1459 691 V/C Ratio(X) 0.75 0.34 0.18 0.00 0.79 0.38 0.72 0.01 0.21 0.68 0.30 Avail Cap(c_a), veh/h 483 497 402 0 456 292 1488 704 417 1459 691 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.2 31.2 0.0 28.2 0.0 38.0 15.3 0.7 0.6 12.4 21.1 16.7 Incr Delay (d2), s/veh 6.6 0.4 0.0 0.2 0.0 7.6 0.8 2.6 0.0 0.3 2.5 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 3.1 0.0 1.3 0.0 7.8 1.1 0.8 0.0 0.9 9.3 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.8 31.6 0.0 28.4 0.0 45.7 16.1 3.3 0.6 12.6 23.6 17.8 LnGrp LOS D C C A D BAABCB Approach Vol, veh/h 513 A 360 1170 1273 Approach Delay, s/veh 36.8 42.4 4.4 22.0 Approach LOS D D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.9 54.8 8.5 32.7 8.0 55.8 12.0 29.3 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 41.5 7.0 30.0 7.0 41.5 7.0 29.0 Max Q Clear Time (g_c+I1), s 5.2 28.3 5.3 9.5 4.4 4.9 10.0 20.1 Green Ext Time (p_c), s 0.0 4.3 0.0 0.4 0.0 5.2 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 20.3 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 71 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short total am Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 40 29 15 36 29 Maximum Split (%) 13.8% 50.0% 36.3% 18.8% 45.0% 36.3% Minimum Split (s) 11 22 29 11 23 28 Yellow Time (s) 3 3 3.5 3 3 3.5 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 73 4 44 73 8 44 End Time (s) 4 44 73 8 44 73 Yield/Force Off (s) 0 39 67 4 39 67 Yield/Force Off 170(s) 0 29 51 4 28 52 Local Start Time (s) 34 45 5 34 49 5 Local Yield (s) 41 0 28 45 0 28 Local Yield 170(s) 41 70 12 45 69 13 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 39 (49%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 72 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short total am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 7 83 20 126 176 252 41 332 127 359 650 32 Future Volume (veh/h) 7 83 20 126 176 252 41 332 127 359 650 32 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.99 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 1796 1870 1870 1745 1870 1870 1945 1678 1945 1796 Adj Flow Rate, veh/h 8 95 10 145 202 0 47 382 0 413 747 35 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 22222152221522 Cap, veh/h 230 356 37 303 400 505 1727 709 2124 99 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.00 0.04 0.49 0.00 0.30 1.00 1.00 Sat Flow, veh/h 1173 1662 175 1279 1870 1479 1781 3554 1648 1598 3593 168 Grp Volume(v), veh/h 8 0 105 145 202 0 47 382 0 413 384 398 Grp Sat Flow(s),veh/h/ln 1173 0 1837 1279 1870 1479 1781 1777 1648 1598 1848 1913 Q Serve(g_s), s 0.5 0.0 3.8 8.5 7.6 0.0 1.0 5.0 0.0 12.0 0.0 0.0 Cycle Q Clear(g_c), s 8.1 0.0 3.8 12.3 7.6 0.0 1.0 5.0 0.0 12.0 0.0 0.0 Prop In Lane 1.00 0.10 1.00 1.00 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 230 0 393 303 400 505 1727 709 1092 1131 V/C Ratio(X) 0.03 0.00 0.27 0.48 0.50 0.09 0.22 0.58 0.35 0.35 Avail Cap(c_a), veh/h 330 0 551 413 561 603 1727 709 1092 1131 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.77 0.77 0.77 Uniform Delay (d), s/veh 31.3 0.0 26.2 31.3 27.7 0.0 9.0 11.8 0.0 5.9 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.4 1.2 1.0 0.0 0.1 0.3 0.0 0.9 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 1.7 2.7 3.4 0.0 0.4 1.9 0.0 2.2 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.3 0.0 26.6 32.5 28.7 0.0 9.1 12.1 0.0 6.8 0.7 0.7 LnGrp LOS C A C C C A B A A A Approach Vol, veh/h 113 347 A 429 A 1195 Approach Delay, s/veh 26.9 30.3 11.8 2.8 Approach LOS C C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.6 51.3 22.1 15.0 42.9 22.1 Change Period (Y+Rc), s 4.0 5.0 6.0 4.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 35.0 23.0 11.0 31.0 23.0 Max Q Clear Time (g_c+I1), s 3.0 2.0 10.1 14.0 7.0 14.3 Green Ext Time (p_c), s 0.0 2.8 0.2 0.0 1.4 0.8 Intersection Summary HCM 6th Ctrl Delay 10.5 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 73 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short total pm Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 65 29 32 44 29 Maximum Split (%) 10.5% 61.9% 27.6% 30.5% 41.9% 27.6% Minimum Split (s) 11 22 28.5 11 23 28 Yellow Time (s) 333333 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7422 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 103 27 59 103 End Time (s) 38 103 27 59 103 27 Yield/Force Off (s) 34 98 21.5 55 98 21.5 Yield/Force Off 170(s) 34 88 5.5 55 87 6.5 Local Start Time (s) 34 45 5 34 66 5 Local Yield (s) 41 0 28.5 62 0 28.5 Local Yield 170(s) 41 95 12.5 62 94 13.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 98 (93%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 74 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) short total pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 28 166 46 111 166 339 54 742 275 279 705 42 Future Volume (veh/h) 28 166 46 111 166 339 54 742 275 279 705 42 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 1.00 1.00 1.00 1.00 0.97 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 1683 1683 1616 1657 1657 1570 1683 1683 1751 1510 1723 1590 Adj Flow Rate, veh/h 32 189 42 126 189 0 61 843 0 317 801 46 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, % 22244152221544 Cap, veh/h 212 310 69 176 387 434 1642 454 1934 111 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.00 0.04 0.51 0.00 0.29 1.00 1.00 Sat Flow, veh/h 1064 1328 295 1009 1657 1331 1603 3198 1484 1438 3140 180 Grp Volume(v), veh/h 32 0 231 126 189 0 61 843 0 317 417 430 Grp Sat Flow(s),veh/h/ln 1064 0 1623 1009 1657 1331 1603 1599 1484 1438 1637 1684 Q Serve(g_s), s 2.8 0.0 13.4 11.1 10.4 0.0 1.9 18.3 0.0 11.2 0.0 0.0 Cycle Q Clear(g_c), s 13.2 0.0 13.4 24.5 10.4 0.0 1.9 18.3 0.0 11.2 0.0 0.0 Prop In Lane 1.00 0.18 1.00 1.00 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 212 0 379 176 387 434 1642 454 1008 1037 V/C Ratio(X) 0.15 0.00 0.61 0.72 0.49 0.14 0.51 0.70 0.41 0.41 Avail Cap(c_a), veh/h 212 0 379 176 387 490 1642 644 1008 1037 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.72 0.72 0.72 Uniform Delay (d), s/veh 40.5 0.0 36.0 47.8 34.8 0.0 10.8 16.9 0.0 9.3 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 2.8 13.1 1.0 0.0 0.1 1.2 0.0 1.4 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 5.6 3.9 4.3 0.0 0.7 6.7 0.0 2.3 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.9 0.0 38.8 60.9 35.8 0.0 11.0 18.0 0.0 10.8 0.9 0.9 LnGrp LOS D A D E D B B B A A Approach Vol, veh/h 263 315 A 904 A 1164 Approach Delay, s/veh 39.1 45.8 17.6 3.6 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 68.7 29.0 18.1 57.9 29.0 Change Period (Y+Rc), s 4.0 5.0 5.5 4.0 5.0 5.5 Max Green Setting (Gmax), s 7.0 60.0 23.5 28.0 39.0 23.5 Max Q Clear Time (g_c+I1), s 3.9 2.0 15.4 13.2 20.3 26.5 Green Ext Time (p_c), s 0.0 3.2 0.6 0.9 3.4 0.0 Intersection Summary HCM 6th Ctrl Delay 16.9 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 75 HCM 6th TWSC 3: Mason & Cherry short total am Synchro 10 Light Report Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 428 12 47 346 23 10 4 19 9 7 12 Future Vol, veh/h 15 428 12 47 346 23 10 4 19 9 7 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 150--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 18 504 14 55 407 27 12 5 22 11 8 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 434 0 0 518 0 0 1089 1091 511 1092 1085 421 Stage 1 - ----- 547 547- 531 531- Stage 2 - ----- 542 544- 561 554- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1126 - - 1048 - - 193 215 563 192 217 632 Stage 1 - ----- 521 517- 532 526- Stage 2 - ----- 525 519- 512 514- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1126 - - 1048 - - 174 201 563 172 202 632 Mov Cap-2 Maneuver - ----- 174 201- 172 202- Stage 1 - ----- 513 509- 523 499- Stage 2 - ----- 478 492- 479 506- Approach EB WB NB SB HCM Control Delay, s 0.3 1 18.1 20.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 181 563 1126 - - 1048 - - 264 HCM Lane V/C Ratio 0.091 0.04 0.016 - - 0.053 - - 0.125 HCM Control Delay (s) 26.9 11.7 8.2 - - 8.6 - - 20.6 HCM Lane LOS D B A - - A - - C HCM 95th %tile Q(veh) 0.3 0.1 0 - - 0.2 - - 0.4 76 HCM 6th TWSC 3: Mason & Cherry short total pm Synchro 10 Light Report Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 461 7 43 444 44 30 1 84 18 8 11 Future Vol, veh/h 5 461 7 43 444 44 30 1 84 18 8 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 100--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 6 512 8 48 493 49 33 1 93 20 9 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 520 0 0 1152 1166 516 1189 1146 518 Stage 1 - ----- 528 528- 614 614- Stage 2 - ----- 624 638- 575 532- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1027 - - 1046 - - 175 194 559 165 199 558 Stage 1 - ----- 534 528- 479 483- Stage 2 - ----- 473 471- 503 526- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1027 - - 1046 - - 159 184 559 132 189 558 Mov Cap-2 Maneuver - ----- 159 184- 132 189- Stage 1 - ----- 531 525- 476 461- Stage 2 - ----- 433 449- 416 523- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 18.3 29.8 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 160 559 1027 - - 1046 - - 186 HCM Lane V/C Ratio 0.215 0.167 0.005 - - 0.046 - - 0.221 HCM Control Delay (s) 33.6 12.7 8.5 - - 8.6 - - 29.8 HCM Lane LOS D B A - - A - - D HCM 95th %tile Q(veh) 0.8 0.6 0 - - 0.1 - - 0.8 77 HCM 6th TWSC 4: Mason & Maple short total am Synchro 10 Light Report Intersection Int Delay, s/veh 10.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 151 18 45 209 14 14 23 7 4 66 8 Future Vol, veh/h 1 151 18 45 209 14 14 23 7 4 66 8 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 - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 178 21 53 246 16 16 27 8 5 78 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 287 160 83 255 160 31 87 0 0 35 0 0 Stage 1 93 93 - 63 63 ------- Stage 2 194 67 - 192 97 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 665 732 976 698 732 1043 1509 - - 1576 - - Stage 1 914 818 - 948 842 ------- Stage 2 808 839 - 810 815 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 477 722 976 548 722 1043 1509 - - 1576 - - Mov Cap-2 Maneuver 477 722 - 548 722 ------- Stage 1 904 816 - 938 833 ------- Stage 2 554 830 - 618 813 ------- Approach EB WB NB SB HCM Control Delay, s 11.7 14.4 2.4 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1509 - - 740 696 1576 - - HCM Lane V/C Ratio 0.011 - - 0.27 0.453 0.003 - - HCM Control Delay (s) 7.4 0 - 11.7 14.4 7.3 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 1.1 2.4 0 - - 78 HCM 6th TWSC 4: Mason & Maple short total pm Synchro 10 Light Report Intersection Int Delay, s/veh 11.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 186 21 53 229 17 13 87 41 5 45 9 Future Vol, veh/h 8 186 21 53 229 17 13 87 41 5 45 9 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 - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 207 23 59 254 19 14 97 46 6 50 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 352 238 55 330 220 120 60 0 0 143 0 0 Stage 1 67 67 - 148 148 ------- Stage 2 285 171 - 182 72 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 603 663 1012 623 678 931 1544 - - 1440 - - Stage 1 943 839 - 855 775 ------- Stage 2 722 757 - 820 835 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 412 654 1012 455 669 931 1544 - - 1440 - - Mov Cap-2 Maneuver 412 654 - 455 669 ------- Stage 1 934 836 - 846 767 ------- Stage 2 468 749 - 601 832 ------- Approach EB WB NB SB HCM Control Delay, s 13.5 17 0.7 0.6 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1544 - - 662 627 1440 - - HCM Lane V/C Ratio 0.009 - - 0.361 0.53 0.004 - - HCM Control Delay (s) 7.4 0 - 13.5 17 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.6 3.1 0 - - 79 HCM 6th TWSC 5: Alley & Cherry short total am Synchro 10 Light Report Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 457 8 0 425 0 21 Future Vol, veh/h 457 8 0 425 0 21 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 538 9 0 500 0 25 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 274 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 724 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 724 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 724 - - - HCM Lane V/C Ratio 0.034 - - - HCM Control Delay (s) 10.1 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - 80 HCM 6th TWSC 5: Alley & Cherry short total pm Synchro 10 Light Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 547 9 0 552 0 45 Future Vol, veh/h 547 9 0 552 0 45 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 608 10 0 613 0 50 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 309 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 688 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 688 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 688 - - - HCM Lane V/C Ratio 0.073 - - - HCM Control Delay (s) 10.6 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.2 - - - 81 HCM 6th TWSC 6: Maple & Alley short total am Synchro 10 Light Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 132 238 44 20 11 Future Vol, veh/h 4 132 238 44 20 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 5 155 280 52 24 13 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 332 0 - 0 471 306 Stage 1 - - - - 306 - Stage 2 - - - - 165 - 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 1227 - - - 551 734 Stage 1 - - - - 747 - Stage 2 - - - - 864 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1227 - - - 549 734 Mov Cap-2 Maneuver - - - - 549 - Stage 1 - - - - 744 - Stage 2 - - - - 864 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1227 - - - 603 HCM Lane V/C Ratio 0.004 - - - 0.06 HCM Control Delay (s) 7.9 0 - - 11.4 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.2 82 HCM 6th TWSC 6: Maple & Alley short total pm Synchro 10 Light Report Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 227 253 59 25 19 Future Vol, veh/h 7 227 253 59 25 19 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop 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 8 252 281 66 28 21 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 347 0 - 0 582 314 Stage 1 - - - - 314 - Stage 2 - - - - 268 - 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 1212 - - - 475 726 Stage 1 - - - - 741 - Stage 2 - - - - 777 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1212 - - - 471 726 Mov Cap-2 Maneuver - - - - 471 - Stage 1 - - - - 735 - Stage 2 - - - - 777 - Approach EB WB SB HCM Control Delay, s 0.2 0 12.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1212 - - - 555 HCM Lane V/C Ratio 0.006 - - - 0.088 HCM Control Delay (s) 8 0 - - 12.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.3 83 APPENDIX H 84 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Cherry/Willow long total am Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78.5 9.5 40.5 51.5 78.5 9.5 40.5 51.5 End Time (s) 9.5 40.5 51.5 78.5 9.5 40.5 51.5 78.5 Yield/Force Off (s) 5.5 35 47.5 72.5 5.5 35 46.5 72.5 Yield/Force Off 170(s) 5.5 24 47.5 62.5 5.5 23 46.5 52.5 Local Start Time (s) 43.5 54.5 5.5 16.5 43.5 54.5 5.5 16.5 Local Yield (s) 50.5 0 12.5 37.5 50.5 0 11.5 37.5 Local Yield 170(s) 50.5 69 12.5 27.5 50.5 68 11.5 17.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (44%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Cherry/Willow 85 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Cherry/Willow long total am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 215 180 165 85 105 55 65 615 50 75 900 340 Future Volume (veh/h) 215 180 165 85 105 55 65 615 50 75 900 340 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.99 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1751 1603 1751 1751 1603 1751 Adj Flow Rate, veh/h 226 189 0 89 111 30 68 647 12 79 947 230 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, % 222222282282 Cap, veh/h 570 274 270 174 47 310 1571 760 553 1578 764 Arrive On Green 0.09 0.16 0.00 0.07 0.14 0.14 0.10 1.00 1.00 0.05 0.52 0.52 Sat Flow, veh/h 3110 1683 1484 1603 1274 344 1667 3046 1475 1667 3046 1475 Grp Volume(v), veh/h 226 189 0 89 0 141 68 647 12 79 947 230 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1618 1667 1523 1475 1667 1523 1475 Q Serve(g_s), s 4.9 8.5 0.0 3.7 0.0 6.6 1.5 0.0 0.0 1.7 17.4 7.1 Cycle Q Clear(g_c), s 4.9 8.5 0.0 3.7 0.0 6.6 1.5 0.0 0.0 1.7 17.4 7.1 Prop In Lane 1.00 1.00 1.00 0.21 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 570 274 270 0 221 310 1571 760 553 1578 764 V/C Ratio(X) 0.40 0.69 0.33 0.00 0.64 0.22 0.41 0.02 0.14 0.60 0.30 Avail Cap(c_a), veh/h 570 463 311 0 445 391 1571 760 630 1578 764 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.2 31.6 0.0 26.6 0.0 32.6 9.4 0.0 0.0 7.8 13.5 11.0 Incr Delay (d2), s/veh 0.4 3.1 0.0 0.7 0.0 3.0 0.3 0.8 0.0 0.1 1.7 1.0 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 1.8 3.6 0.0 1.4 0.0 2.7 0.5 0.2 0.0 0.5 5.6 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.7 34.7 0.0 27.3 0.0 35.7 9.8 0.8 0.0 7.9 15.2 12.0 LnGrp LOS C C C A D AAAABB Approach Vol, veh/h 415 A 230 727 1256 Approach Delay, s/veh 30.3 32.5 1.6 14.1 Approach LOS C C A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.1 45.9 8.9 18.0 7.3 45.7 11.0 15.9 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 6.0 21.0 Max Q Clear Time (g_c+I1), s 3.5 19.4 5.7 10.5 3.7 2.0 6.9 8.6 Green Ext Time (p_c), s 0.0 2.7 0.0 0.4 0.0 2.7 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 14.8 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 86 Timing Report, Sorted By Phase 1: College (US 287 & State 14) & Willow long total pm Synchro 10 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 47 11 36 11 47 12 35 Maximum Split (%) 10.5% 44.8% 10.5% 34.3% 10.5% 44.8% 11.4% 33.3% Minimum Split (s) 11 23.5 11 27 11 24.5 11 33 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 2 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 20 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43.5 54.5 101.5 7.5 43.5 54.5 101.5 8.5 End Time (s) 54.5 101.5 7.5 43.5 54.5 101.5 8.5 43.5 Yield/Force Off (s) 50.5 96 3.5 37.5 50.5 96 3.5 37.5 Yield/Force Off 170(s) 50.5 85 3.5 27.5 50.5 84 3.5 17.5 Local Start Time (s) 52.5 63.5 5.5 16.5 52.5 63.5 5.5 17.5 Local Yield (s) 59.5 0 12.5 46.5 59.5 0 12.5 46.5 Local Yield 170(s) 59.5 94 12.5 36.5 59.5 93 12.5 26.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 96 (91%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: College (US 287 & State 14) & Willow 87 HCM 6th Signalized Intersection Summary 1: College (US 287 & State 14) & Willow long total pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 390 160 120 75 240 95 110 1150 60 85 1065 325 Future Volume (veh/h) 390 160 120 75 240 95 110 1150 60 85 1065 325 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.97 1.00 0.99 1.00 0.99 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 1683 1683 1751 1683 1683 1616 1723 1603 1723 1723 1603 1723 Adj Flow Rate, veh/h 411 168 0 79 253 84 116 1211 10 89 1121 254 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, % 222222484484 Cap, veh/h 458 462 374 297 99 223 1417 670 295 1386 655 Arrive On Green 0.08 0.27 0.00 0.06 0.25 0.25 0.13 0.93 0.93 0.05 0.45 0.45 Sat Flow, veh/h 3110 1683 1484 1603 1198 398 1641 3046 1441 1641 3046 1441 Grp Volume(v), veh/h 411 168 0 79 0 337 116 1211 10 89 1121 254 Grp Sat Flow(s),veh/h/ln 1555 1683 1484 1603 0 1595 1641 1523 1441 1641 1523 1441 Q Serve(g_s), s 8.0 8.4 0.0 3.8 0.0 21.1 3.9 14.2 0.1 3.0 33.3 12.3 Cycle Q Clear(g_c), s 8.0 8.4 0.0 3.8 0.0 21.1 3.9 14.2 0.1 3.0 33.3 12.3 Prop In Lane 1.00 1.00 1.00 0.25 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 458 462 374 0 396 223 1417 670 295 1386 655 V/C Ratio(X) 0.90 0.36 0.21 0.00 0.85 0.52 0.85 0.01 0.30 0.81 0.39 Avail Cap(c_a), veh/h 458 497 401 0 456 244 1417 670 332 1386 655 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.79 0.79 0.79 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.2 30.7 0.0 26.7 0.0 37.6 19.2 2.5 2.0 14.5 24.7 18.9 Incr Delay (d2), s/veh 20.1 0.5 0.0 0.3 0.0 12.9 1.5 5.4 0.0 0.6 5.2 1.7 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 3.2 3.5 0.0 1.5 0.0 9.6 1.4 2.1 0.0 1.1 12.3 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.3 31.2 0.0 27.0 0.0 50.6 20.7 7.9 2.0 15.0 29.9 20.7 LnGrp LOS D C C A D C A A B C C Approach Vol, veh/h 579 A 416 1337 1464 Approach Delay, s/veh 47.6 46.1 9.0 27.4 Approach LOS D D A C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 52.3 9.2 33.8 8.6 53.3 12.0 31.0 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 5.0 6.0 Max Green Setting (Gmax), s 7.0 41.5 7.0 30.0 7.0 41.5 7.0 29.0 Max Q Clear Time (g_c+I1), s 5.9 35.3 5.8 10.4 5.0 16.2 10.0 23.1 Green Ext Time (p_c), s 0.0 3.2 0.0 0.4 0.0 5.9 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 26.0 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 88 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long total am Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 40 29 15 36 29 Maximum Split (%) 13.8% 50.0% 36.3% 18.8% 45.0% 36.3% Minimum Split (s) 11 22 29 11 23 28 Yellow Time (s) 3 3 3.5 3 3 3.5 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 73 4 44 73 8 44 End Time (s) 4 44 73 8 44 73 Yield/Force Off (s) 0 39 67 4 39 67 Yield/Force Off 170(s) 0 29 51 4 28 52 Local Start Time (s) 34 45 5 34 49 5 Local Yield (s) 41 0 28 45 0 28 Local Yield 170(s) 41 70 12 45 69 13 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 39 (49%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 89 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long total am Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 100 25 150 205 295 45 390 150 420 760 40 Future Volume (veh/h) 10 100 25 150 205 295 45 390 150 420 760 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 1.00 1.00 1.00 1.00 0.99 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 1796 1870 1870 1745 1870 1870 1945 1678 1945 1796 Adj Flow Rate, veh/h 11 105 14 158 216 0 47 411 0 442 800 40 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, % 22222152221522 Cap, veh/h 238 369 49 311 428 478 1674 680 2063 103 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.00 0.04 0.47 0.00 0.30 1.00 1.00 Sat Flow, veh/h 1159 1614 215 1264 1870 1479 1781 3554 1648 1598 3580 179 Grp Volume(v), veh/h 11 0 119 158 216 0 47 411 0 442 413 427 Grp Sat Flow(s),veh/h/ln 1159 0 1829 1264 1870 1479 1781 1777 1648 1598 1848 1911 Q Serve(g_s), s 0.7 0.0 4.3 9.4 8.1 0.0 1.0 5.5 0.0 12.0 0.0 0.0 Cycle Q Clear(g_c), s 8.7 0.0 4.3 13.7 8.1 0.0 1.0 5.5 0.0 12.0 0.0 0.0 Prop In Lane 1.00 0.12 1.00 1.00 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 238 0 419 311 428 478 1674 680 1065 1101 V/C Ratio(X) 0.05 0.00 0.28 0.51 0.50 0.10 0.25 0.65 0.39 0.39 Avail Cap(c_a), veh/h 321 0 549 401 561 576 1674 680 1065 1101 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.74 0.74 0.74 Uniform Delay (d), s/veh 30.7 0.0 25.4 31.1 26.9 0.0 9.6 12.6 0.0 7.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.4 1.3 0.9 0.0 0.1 0.3 0.0 1.6 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 1.9 2.9 3.6 0.0 0.4 2.1 0.0 2.6 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.8 0.0 25.8 32.4 27.8 0.0 9.7 13.0 0.0 9.0 0.8 0.8 LnGrp LOS C A C C C A B A A A Approach Vol, veh/h 130 374 A 458 A 1282 Approach Delay, s/veh 26.2 29.7 12.7 3.6 Approach LOS C C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.6 50.1 23.3 15.0 41.7 23.3 Change Period (Y+Rc), s 4.0 5.0 6.0 4.0 5.0 6.0 Max Green Setting (Gmax), s 7.0 35.0 23.0 11.0 31.0 23.0 Max Q Clear Time (g_c+I1), s 3.0 2.0 10.7 14.0 7.5 15.7 Green Ext Time (p_c), s 0.0 3.1 0.3 0.0 1.5 0.8 Intersection Summary HCM 6th Ctrl Delay 11.1 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 90 Timing Report, Sorted By Phase 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long total pm Synchro 10 Light Report Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 64 30 32 43 30 Maximum Split (%) 10.5% 61.0% 28.6% 30.5% 41.0% 28.6% Minimum Split (s) 11 22 28.5 11 23 28 Yellow Time (s) 333333 All-Red Time (s) 1 2 2.5 1 2 2.5 Minimum Initial (s) 4 10 7422 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 16 11 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 28 39 103 28 60 103 End Time (s) 39 103 28 60 103 28 Yield/Force Off (s) 35 98 22.5 56 98 22.5 Yield/Force Off 170(s) 35 88 6.5 56 87 7.5 Local Start Time (s) 35 46 5 35 67 5 Local Yield (s) 42 0 29.5 63 0 29.5 Local Yield 170(s) 42 95 13.5 63 94 14.5 Intersection Summary Cycle Length 105 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 98 (93%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) 91 HCM 6th Signalized Intersection Summary 2: College (US 287)/College (US 287 & State 14) & Maple/Jefferson (State 14) long total pm Synchro 10 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 195 55 130 190 400 60 870 325 345 825 50 Future Volume (veh/h) 35 195 55 130 190 400 60 870 325 345 825 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 1.00 1.00 1.00 1.00 0.97 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 1683 1683 1616 1657 1657 1570 1683 1683 1751 1510 1723 1590 Adj Flow Rate, veh/h 37 205 49 137 200 0 63 916 0 363 868 51 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, % 22244152221544 Cap, veh/h 215 318 76 170 402 395 1519 447 1898 111 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.00 0.04 0.47 0.00 0.35 1.00 1.00 Sat Flow, veh/h 1054 1308 313 989 1657 1331 1603 3198 1484 1438 3135 184 Grp Volume(v), veh/h 37 0 254 137 200 0 63 916 0 363 453 466 Grp Sat Flow(s),veh/h/ln 1054 0 1620 989 1657 1331 1603 1599 1484 1438 1637 1683 Q Serve(g_s), s 3.3 0.0 14.8 10.7 10.9 0.0 2.1 22.1 0.0 14.1 0.0 0.0 Cycle Q Clear(g_c), s 14.2 0.0 14.8 25.5 10.9 0.0 2.1 22.1 0.0 14.1 0.0 0.0 Prop In Lane 1.00 0.19 1.00 1.00 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 215 0 393 170 402 395 1519 447 991 1019 V/C Ratio(X) 0.17 0.00 0.65 0.81 0.50 0.16 0.60 0.81 0.46 0.46 Avail Cap(c_a), veh/h 215 0 393 170 402 450 1519 596 991 1019 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.56 0.56 0.56 Uniform Delay (d), s/veh 40.3 0.0 35.7 48.5 34.2 0.0 12.7 20.3 0.0 11.6 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 3.6 24.3 1.0 0.0 0.2 1.8 0.0 3.6 0.9 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 6.2 4.7 4.5 0.0 0.8 8.4 0.0 3.1 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.7 0.0 39.3 72.9 35.2 0.0 12.9 22.1 0.0 15.3 0.9 0.8 LnGrp LOS D A D E D B C B A A Approach Vol, veh/h 291 337 A 979 A 1282 Approach Delay, s/veh 39.5 50.5 21.5 4.9 Approach LOS D D C A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.4 67.6 30.0 21.1 53.9 30.0 Change Period (Y+Rc), s 4.0 5.0 5.5 4.0 5.0 5.5 Max Green Setting (Gmax), s 7.0 59.0 24.5 28.0 38.0 24.5 Max Q Clear Time (g_c+I1), s 4.1 2.0 16.8 16.1 24.1 27.5 Green Ext Time (p_c), s 0.0 3.5 0.6 1.0 3.4 0.0 Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 92 HCM 6th TWSC 3: Mason & Cherry long total am Synchro 10 Light Report Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 500 15 55 405 25 15 5 25 10 10 15 Future Vol, veh/h 20 500 15 55 405 25 15 5 25 10 10 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 150--- 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 21 526 16 58 426 26 16 5 26 11 11 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 452 0 0 542 0 0 1145 1144 534 1147 1139 439 Stage 1 - ----- 576 576- 555 555- Stage 2 - ----- 569 568- 592 584- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1109 - - 1027 - - 177 200 546 176 201 618 Stage 1 - ----- 503 502- 516 513- Stage 2 - ----- 507 506- 493 498- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1109 - - 1027 - - 156 185 546 155 186 618 Mov Cap-2 Maneuver - ----- 156 185- 155 186- Stage 1 - ----- 493 492- 506 484- Stage 2 - ----- 456 478- 455 489- Approach EB WB NB SB HCM Control Delay, s 0.3 1 20.2 22.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 162 546 1109 - - 1027 - - 246 HCM Lane V/C Ratio 0.13 0.048 0.019 - - 0.056 - - 0.15 HCM Control Delay (s) 30.5 11.9 8.3 - - 8.7 - - 22.2 HCM Lane LOS D B A - - A - - C HCM 95th %tile Q(veh) 0.4 0.2 0.1 - - 0.2 - - 0.5 93 HCM 6th TWSC 3: Mason & Cherry long total pm Synchro 10 Light Report Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 540 10 50 520 50 35 5 100 20 10 15 Future Vol, veh/h 10 540 10 50 520 50 35 5 100 20 10 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 ---- 100--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 568 11 53 547 53 37 5 105 21 11 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 600 0 0 579 0 0 1289 1302 574 1331 1281 574 Stage 1 - ----- 596 596- 680 680- Stage 2 - ----- 693 706- 651 601- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 977 - - 995 - - 141 161 518 132 166 518 Stage 1 - ----- 490 492- 441 451- Stage 2 - ----- 434 439- 457 489- Platoon blocked, % - - - - Mov Cap-1 Maneuver 977 - - 995 - - 123 151 518 97 156 518 Mov Cap-2 Maneuver - ----- 123 151- 97 156- Stage 1 - ----- 485 487- 436 427- Stage 2 - ----- 389 416- 356 484- Approach EB WB NB SB HCM Control Delay, s 0.2 0.7 23.3 39.7 HCM LOS C E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 126 518 977 - - 995 - - 150 HCM Lane V/C Ratio 0.334 0.203 0.011 - - 0.053 - - 0.316 HCM Control Delay (s) 47.3 13.7 8.7 - - 8.8 - - 39.7 HCM Lane LOS E B A - - A - - E HCM 95th %tile Q(veh) 1.3 0.8 0 - - 0.2 - - 1.3 94 HCM 6th TWSC 4: Mason & Maple long total am Synchro 10 Light Report Intersection Int Delay, s/veh 11.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 180 20 55 245 20 15 30 10 5 75 10 Future Vol, veh/h 5 180 20 55 245 20 15 30 10 5 75 10 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 - ----------- 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 5 189 21 58 258 21 16 32 11 5 79 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 304 170 85 270 170 38 90 0 0 43 0 0 Stage 1 95 95 - 70 70 ------- Stage 2 209 75 - 200 100 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 648 723 974 683 723 1034 1505 - - 1566 - - Stage 1 912 816 - 940 837 ------- Stage 2 793 833 - 802 812 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 452 713 974 526 713 1034 1505 - - 1566 - - Mov Cap-2 Maneuver 452 713 - 526 713 ------- Stage 1 902 814 - 930 828 ------- Stage 2 529 824 - 600 810 ------- Approach EB WB NB SB HCM Control Delay, s 12.1 15.3 2 0.4 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1505 - - 722 684 1566 - - HCM Lane V/C Ratio 0.01 - - 0.299 0.492 0.003 - - HCM Control Delay (s) 7.4 0 - 12.1 15.3 7.3 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.3 2.7 0 - - 95 HCM 6th TWSC 4: Mason & Maple long total pm Synchro 10 Light Report Intersection Int Delay, s/veh 13.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 220 25 60 270 20 15 105 50 5 50 5 Future Vol, veh/h 10 220 25 60 270 20 15 105 50 5 50 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 - ----------- 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 11 232 26 63 284 21 16 111 53 5 53 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 388 262 56 365 238 138 58 0 0 164 0 0 Stage 1 66 66 - 170 170 ------- Stage 2 322 196 - 195 68 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 571 643 1011 591 663 910 1546 - - 1414 - - Stage 1 945 840 - 832 758 ------- Stage 2 690 739 - 807 838 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 364 633 1011 407 653 910 1546 - - 1414 - - Mov Cap-2 Maneuver 364 633 - 407 653 ------- Stage 1 935 837 - 823 750 ------- Stage 2 414 731 - 566 835 ------- Approach EB WB NB SB HCM Control Delay, s 14.7 20.1 0.6 0.6 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1546 - - 638 600 1414 - - HCM Lane V/C Ratio 0.01 - - 0.421 0.614 0.004 - - HCM Control Delay (s) 7.4 0 - 14.7 20.1 7.6 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 2.1 4.2 0 - - 96 HCM 6th TWSC 5: Alley & Cherry long total am Synchro 10 Light Report Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 535 15 0 500 0 20 Future Vol, veh/h 535 15 0 500 0 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - ----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 563 16 0 526 0 21 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 290 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 707 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 707 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 707 - - - HCM Lane V/C Ratio 0.03 - - - HCM Control Delay (s) 10.2 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - 97 HCM 6th TWSC 5: Alley & Cherry long total pm Synchro 10 Light Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 640 15 0 650 0 45 Future Vol, veh/h 640 15 0 650 0 45 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - ----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 674 16 0 684 0 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 345 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - ---- 6.93 Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - ---- 3.319 Pot Cap-1 Maneuver - - 0 - 0 652 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - ---- 652 Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB WB NB HCM Control Delay, s 0 0 11 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 652 - - - HCM Lane V/C Ratio 0.073 - - - HCM Control Delay (s) 11 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.2 - - - 98 HCM 6th TWSC 6: Maple & Alley long total am Synchro 10 Light Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 160 280 45 20 10 Future Vol, veh/h 10 160 280 45 20 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 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 11 168 295 47 21 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 342 0 - 0 509 319 Stage 1 - - - - 319 - Stage 2 - - - - 190 - 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 1217 - - - 524 722 Stage 1 - - - - 737 - Stage 2 - - - - 842 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1217 - - - 519 722 Mov Cap-2 Maneuver - - - - 519 - Stage 1 - - - - 730 - Stage 2 - - - - 842 - Approach EB WB SB HCM Control Delay, s 0.5 0 11.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1217 - - - 573 HCM Lane V/C Ratio 0.009 - - - 0.055 HCM Control Delay (s) 8 0 - - 11.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.2 99 HCM 6th TWSC 6: Maple & Alley long total pm Synchro 10 Light Report Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 265 295 60 25 20 Future Vol, veh/h 10 265 295 60 25 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 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 11 279 311 63 26 21 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 374 0 - 0 644 343 Stage 1 - - - - 343 - Stage 2 - - - - 301 - 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 1184 - - - 437 700 Stage 1 - - - - 719 - Stage 2 - - - - 751 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1184 - - - 432 700 Mov Cap-2 Maneuver - - - - 432 - Stage 1 - - - - 711 - Stage 2 - - - - 751 - Approach EB WB SB HCM Control Delay, s 0.3 0 12.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1184 - - - 521 HCM Lane V/C Ratio 0.009 - - - 0.091 HCM Control Delay (s) 8.1 0 - - 12.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.3 100 APPENDIX I 101 Vine College Avenue Cherry Street Maple Street Laporte Avenue Mountain Avenue Mason Street Howes Street Willow Street Jefferson Street SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Morningstar Senior Living/Mixed Use 102 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Poudre Trail and commercial area to the north of the site Recreational/ Commercial Minimum A A B A A 1 Actual A A B A A Proposed A A B A A Commercial area to the east of the site Commercial Minimum A A B A A 2 Actual A A C A A Proposed A A C A A Commercial area and Transit to the south of the site Commercial/ Transit Minimum A A B A A 3 Actual A A B A A Proposed A A B A A Commercial and Residential areas to the west of the site Commercial/ Residential Minimum A A B A A 4 Actual A A B A A Proposed A A B A A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum Vine College Avenue Cherry Street Maple Street Laporte Avenue Mountain Avenue Mason Street Howes Street Willow Street Jefferson Street SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Morningstar Senior Living/Mixed Use 104 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 Poudre Trail Recreational B B B 2 3 4 105 10 Actual Proposed 103 EB AM 205 VPH EB PM 255 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 320 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 230 VPH WB PM 350 VPH AM 145 VPH EB AM 205 VPH EB PM 255 VPH 32 AM 1030 VPH SB AM 30 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1190 VPH SB PM 40 VPH NB AM 45 VPH NB PM 140 VPH AM 1030 VPH SB AM 30 VPH 31 Maple Street AM/PM Rounded to Nearest 5 Vehicles 500/650 20/45 10/20 20/25 45/60 280/295 10/10 160/265 Alley 535/640 15/15 Alley 10/10 Maple Street Willow Street Jefferson Street 21/45 11/19 20/25 44/59 238/253 4/7 132/227 Alley 8/9 Alley Jefferson Street AM/PM Rounded to Nearest 5 Vehicles 500/650 5/5 5/5 15/10 10/20 280/295 5/5 160/265 Alley 535/640 5/5 Alley Street Jefferson Street 425/552 6/4 5/3 14/9 8/19 238/253 1/4 132/227 Alley 457/547 1/2 Alley Street 7/8