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Home My WebLink AboutTHE QUARRY BY WATERMARK - PDP200019 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYTHE QUARRY BY WATERMARK TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO NOVEMBER 2020 Prepared for: Watermark Residential 111 Monument Circle, Suite 1500 Indianapolis, IN 46024 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2071 DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrian Facilities ........................................................................................................ 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 12 Background Traffic Projections ..................................................................................... 12 Trip Assignment/Total Traffic ........................................................................................ 12 Signal Warrants ............................................................................................................. 12 Operation Analysis ........................................................................................................ 19 Geometry ...................................................................................................................... 19 Pedestrian Level of Service ........................................................................................... 25 Bicycle Level of Service ................................................................................................ 25 Transit Level of Service ................................................................................................. 25 IV. CONCLUSIONS .................................................................................................... 26 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2025) Background Peak Hour Operation .......................................... 20 4. Long Range (2040) Background Peak Hour Operation ........................................... 21 5. Short Range (2025) Total Peak Hour Operation ..................................................... 22 6. Long Range (2040) Total Peak Hour Operation ...................................................... 23 DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted/Balanced Recent Peak Hour Traffic ........................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 13 7. Short Range (2025) Background Peak Hour Traffic ................................................ 14 8. Long Range (2040) Background Peak Hour Traffic................................................. 15 9. Site Generated Peak Hour Traffic ........................................................................... 16 10. Short Range (2025) Total Peak Hour Traffic ........................................................... 17 11. Long Range (2040) Total Peak Hour Traffic ............................................................ 18 12. Short Range (2025) and Long Range (2040) Geometry ......................................... 24 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. Short Range (2025) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2025) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service Worksheets DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed The Quarry by Watermark development. The proposed The Quarry by Watermark development is located in the northeast quadrant of the Shields/Stuart intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the owner/developer (Watermark Residential), the project engineering consultant (Northern Engineering), the project planning consultant (Ripley Design), and Fort Collins Traffic Engineering. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. 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 The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of The Quarry by Watermark is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial or residential. There are residential uses surrounding the site. There are commercial uses to the west and northwest of the site. Colorado State University is north of the site. The center of Fort Collins lies to the east of the proposed The Quarry by Watermark site. Streets The primary streets near The Quarry by Watermark site are Shields Street, Prospect Road, Hobbit Street, and Stuart Street. Figure 2 shows a schematic of the existing geometry at the key intersections. Shields Street is west of (adjacent to) the proposed The Quarry by Watermark site. It is a north-south street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, Shields Street has a four-lane cross section. At the Shields/Prospect intersection, Shields Street has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. The Shields/Prospect intersection has signal control. At the Shields/Hobbit intersection, Shields Street has a southbound left-turn lane, two through lanes in each direction, and a northbound right-turn lane. The Shields/Hobbit intersection has stop sign control on Hobbit Street. At the Shields/Stuart intersection, Shields Street has a northbound left-turn lane, two through lanes in each direction, and a southbound right- turn lane. The Shields/Stuart intersection has signal control. The posted speed limit on Shields Street is 40 mph south of Prospect Road and 30 mph north of Prospect Road. Prospect Road is north of the proposed The Quarry by Watermark site. It is an east-west street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, Prospect Road has a four-lane cross section. At the Shields/Prospect intersection, Prospect Road has dual eastbound and westbound left-turn lanes, two through lanes in each direction, and an eastbound right-turn lane. The right-turn volume on the westbound approach at the Shields/Prospect intersection indicates the need for a right-turn lane. The need for this right-turn lane has been demonstrated in numerous traffic studies for many years. Building this right-turn lane would likely require acquisition of at least three properties along Prospect Road, east of Shields Street. The decision to build this right-turn lane rests with the City of Fort Collins. The posted speed limit on this segment of Prospect Road is 35 mph. Spring Creek Trail Prospect Hobbit Shields Stuart Lake Sheely SCALE: 1"=600' SITE LOCATION Figure 1 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 4 Prospect Hobbit Shields Stuart - Denotes Lane STOP DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 5 Hobbit Street is north of The Quarry by Watermark site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Hobbit Street has a two-lane cross section with parking on both sides of the street. At the Shields/Hobbit intersection, Hobbit Street has a combined westbound left-turn/right-turn lane. However, there is enough width in Hobbit Street to allow the left-turning vehicles and the right-turning vehicles to form separate queues. There is no posted speed limit on this segment of Hobbit Street. Stuart Street is west of The Quarry by Watermark site. It is an east-west street classified as a collector street on the Fort Collins Master Street Plan. Currently, Stuart Street has a two-lane cross section with parking on both sides of the street. At the Shields/Stuart intersection, Stuart Street has an eastbound left-turn lane and an eastbound right-turn lane. The posted speed limit on this segment of Stuart Street is 25 mph. Existing Traffic Recent peak hour traffic volumes at the Shields/Prospect, Shields/Hobbit, and Shields/Stuart intersections are shown in Figure 3. The counts at the Shields/Prospect and Shields/Stuart intersections were obtained in October 2018 by the City of Fort Collins. The counts at the Shields/Hobbit intersection were obtained in October 2020. Raw traffic count data is provided in Appendix B. Since the traffic counts were done on different days, different years, and considering the current Covid-19 pandemic, the intersection volumes were adjusted/balanced, with more emphasis on the 2018 counts. Figure 4 shows the averaged/balanced recent peak hour traffic volumes. Existing Operation The Shields/Prospect, Shields/Hobbit, and Shields/Stuart intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control, geometry, and signal timing in the peak hours, except for the west leg of the Shields/Prospect intersection during the afternoon peak hour. With an adjustment in the City signal timing, acceptable operation is achieved for the Shields/Prospect intersection. The intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement, leg, and level of service D or better overall. At unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg for an arterial/local intersection. In such areas, it is expected that there would be substantial delays to the minor street movements at unsignalized intersections during the peak hours. This is considered to be normal and acceptable in urban areas. It is important to note that the AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 6 Prospect Hobbit Shields 68/203 783/818 152/109 164/256 217/169 723/451 102/102 98/189 268/739 105/224 616/893 46/169 696/1094 10/14 636/1100 5/13 14/24 7/10 21/100 968/1230 21/86 962/1309 58/67 91/71 Stuart AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 7 Prospect Hobbit Shields 69/220 797/887 155/118 164/256 217/169 723/451 113/112 108/208 268/739 105/224 680/980 46/169 889/1273 9/21 1004/1196 4/13 17/29 7/7 21/100 950/1142 21/83 875/1197 58/67 91/71 Stuart DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Prospect (signal) EB LT D E (E (60.2 secs)) EB T D D (C) EB RT C C (C) EB APPROACH D D (D) WB LT D E (E (57.6 secs)) WB T D F (E (62.9 secs)) WB T/RT D F (E (63.6 secs)) WB APPROACH D F (E (62.2 secs)) NB LT B C (E (60.8 secs)) NB T C C (C) NB RT A A (B) NB APPROACH C C (D) SB LT B C (D) SB T C D (D) SB RT B C (C) SB APPROACH C C (D) OVERALL C D (D) Shields/Hobbit (stop sign) WB LT E (48.2 secs) F (80.1 secs) WB RT B B WB APPROACH C D SB LT B B OVERALL A A Shields/Stuart (signal) EB LT E (57.6 secs) E (62.1 secs) EB RT D D EB APPROACH E (57.5 secs) E (51.9 secs) NB LT A A NB T A A NB APPROACH A A SB T A A SB RT A A SB APPROACH A A OVERALL A A (*) Adjusted signal timing DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 9 northbound queue from the Shields/Prospect signalized intersection stacked pass the Shields/Hobbit intersection. However, in almost every instance, the northbound queuing traffic left a gap and did not block the vehicles on Hobbit Street. This enabled turning vehicles from Hobbit Street to experience less delay when attempting to execute the turns. Pedestrian Facilities There are sidewalks along Shields Street, Hobbit Street, Prospect Road, and Stuart Street within the pedestrian influence area. Many of the street cross section elements were built prior to the current standards. Therefore, some of the sidewalks may be considered to be substandard. The Spring Creek Trail crosses Shields Street south of Stuart Street. Bicycle Facilities There are bicycle lanes along Shields Street, Stuart Street, and along Prospect Road, west of Shields Street, within the study area. Prospect Road, east of Shields Street, is constrained, in that on-street bike lanes do not exist due to the width of Prospect Road. The Spring Creek Trail crosses Shields Street south of Stuart Street. Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 19, 2, and 32. Route 19 operates along Shields Street, Route 2 operates, westbound, along Prospect Road, and Route 32 operates eastbound on Prospect Road, west of Shields Street, and northbound on Shields Street, north of Prospect Road. DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Quarry by Watermark project is a residential apartment development with 329 dwelling units and 10,000 square feet of retail. Figure 5 shows a site plan of The Quarry by Watermark project. The proposed Quarry by Watermark apartments are marketed to the general public. The short range analysis (Year 2025) includes development of The Quarry by Watermark and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range future is considered to be the year 2040. The site plan shows that The Quarry by Watermark will use existing Hobbit Street to access Shields Street and will have an access that will line up with Stuart Street. 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 contain in Trip Generation, 10 th Edition, ITE is used to estimate the trips that would be generated by the proposed/expected uses at a site. Land use code 221 (Mid-rise Multifamily Housing) and code 820 (Shopping Center) from the cited reference were used. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of The Quarry by Watermark development resulted in 2,170 daily trip ends, 120 morning peak hour trip ends, and 177 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 221 Multifamily Housing (Mid-Rise) 329 D.U. EQ 1792 EQ 29 EQ 81 EQ 85 EQ 54 820 Mixed-Use Commercial Building (Shopping Center) 4.0 KSF 37.75 152 0.58 2 0.36 2 1.83 7 1.98 8 Subtotal 1944 31 83 92 62 820 South Commercial Building1 (Shopping Center) 6.0 KSF 37.75 226 0.58 4 0.36 2 1.83 11 1.98 12 Total 2170 35 85 103 74 1 Not part of this proposal. However, it is included in this TIS SCALE: 1"=200' SITE PLAN Figure 5 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 11 West Stuart Street DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 12 Trip Distribution Trip distribution for The Quarry by Watermark project was based on existing/ future travel patterns, land uses in the area, consideration of trip attractions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2025) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Figures 7 and 8 respectively show the short range (2025) and long range (2040) background traffic projections. Background traffic projections for the short range (2025) future horizon were obtained by reviewing the North Front Range Regional Transportation Plan and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that traffic volumes on Shields Street and Prospect Road would increase by approximately 2.0% per year in the short range future. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. In addition to this, site generated traffic from the Landmark Apartments Expansion development was included in the short range (2025) background traffic forecasts. Based upon the traffic growth history over the past 10 years, it was determined that traffic volumes on Shields Street and Prospect Road would increase by approximately 1.0% per year in the long range (2040) future. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 9 shows the site generated peak hour traffic assignment. Figures 10 and 11 respectively show the short range (2025) and long range (2040) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Shields/ Prospect and Shields/Stuart intersections are currently signalized. The Shields/Hobbit stop sign controlled intersection will not meet signal warrants in the future. Spring Creek Trail Prospect Hobbit Shields Stuart Lake Sheely 30% 30% 10% Nominal 30% SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 13 AM/PM SHORT RANGE (2025) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 14 Prospect Hobbit Shields 79/244 886/986 175/134 181/283 240/186 798/498 125/128 120/237 296/816 116/247 752/1095 51/187 980/1398 14/56 1103/1315 6/25 37/49 13/13 21/100 1051/1273 21/83 972/1328 58/67 91/71 Stuart LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 15 Prospect Hobbit Shields 20/100 1210/1455 25/85 1095/1515 60/70 90/70 Stuart 1105/1590 15/55 1265/1495 5/30 35/50 15/10 90/275 1010/1115 200/155 205/320 270/210 900/560 140/145 135/270 335/920 130/280 850/1240 60/210 AM/PM Rounded to Nearest 5 Vehicles AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 16 Prospect Hobbit Shields 9/8 25/22 25/22 3/11 10/30 11/30 14/41 10/30 31/33 4/12 28/19 12/8 Stuart 12/8 14/41 4/12 7/20 31/33 14/14 AM/PM SHORT RANGE (2025) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 17 Prospect Hobbit Shields 994/1439 24/86 1134/1348 10/37 65/68 25/21 Stuart 21/100 1055/1285 7/20 14/41 58/67 NOM 91/71 14/14 NOM 31/33 984/1336 21/83 Site Access 88/252 911/1008 200/156 181/283 240/186 798/498 128/139 130/267 296/816 116/247 763/1125 51/187 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 18 Prospect Hobbit Shields 1120/1630 25/85 1295/1530 10/40 65/70 25/20 Stuart 20/100 1215/1465 10/20 15/40 60/70 NOM 90/70 15/15 NOM 30/35 1105/1525 25/85 Site Access 100/285 1035/1140 225/175 205/320 270/210 900/560 145/155 145/300 335/920 130/280 860/1270 60/210 AM/PM Rounded to Nearest 5 Vehicles DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 19 Operation Analysis Operation analyses were performed at the Shields/Prospect, Shields/Hobbit, and Shields/Stuart intersections. The operation analyses were conducted for the short range future, reflecting year 2020 conditions and for the long range future, reflecting year 2040 conditions. The long range (2040) analyses are provided for informational and planning purposes. It is important to note that there was an unknown glitch when using the SYNCHRO software with the background traffic at the Shields/Stuart T-intersection where the delay for Stuart Street could not be displayed on the analysis sheets. Therefore, the delays and level of service was hand written on the analysis sheets. Using the traffic volumes shown in Figure 7, the key intersections operate in the short range (2025) background traffic future, with the existing geometry and signal timing, as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections are currently operating acceptably with existing control, geometry, and signal timing in the peak hours, except for the west leg of the Shields/Prospect intersection during the afternoon peak hour. With an adjustment in the City signal timing, acceptable operation is achieved for the Shields/Prospect intersection. Using the traffic volumes shown in Figure 8, the key intersections operate in the long range (2040) background traffic future, with the existing geometry and signal timing, as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections will operate acceptably with existing control and geometry. Using the traffic volumes shown in Figure 10, the key intersections operate in the short range (2025) total traffic future, with the existing geometry and signal timing, as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. As with the background traffic, the key intersections are currently operating acceptably with existing control, geometry, and signal timing in the peak hours, except for the west leg of the Shields/Prospect intersection during the afternoon peak hour. With an adjustment in the City signal timing, acceptable operation is achieved for the Shields/ Prospect intersection. Using the traffic volumes shown in Figure 11, the key intersections operate in the long range (2040) total traffic future, with the existing geometry and signal timing, as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will operate acceptably. Geometry Figure 12 shows a schematic of the likely short range (2025) and long range (2040) geometry. This is the existing geometry at the Shields/Prospect and Shields/Hobbit intersections. The Shields/Stuart intersection will have the addition of the east leg. At the Shields/Prospect intersection, a westbound right-turn lane is required with the current traffic. As mentioned earlier, the decision to build this right-turn lane rests with DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 20 TABLE 3 Short Range (2025) Background Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Prospect (signal) EB LT D E (E (61.6 secs)) EB T D D (C) EB RT C C (C) EB APPROACH D D (D) WB LT D E (E (56.9 secs)) WB T D F (E (68.9 secs)) WB T/RT D F (E (70.1 secs)) WB APPROACH D F (E (67.1 secs)) NB LT B D (C) NB T C C (A) NB RT A B (A) NB APPROACH C C (B) SB LT C D (B) SB T C D (B) SB RT B C (B) SB APPROACH C D (B) OVERALL D E (C) Shields/Hobbit (stop sign) WB LT F (71.7 secs) F (167.9 secs) WB RT B C WB APPROACH D F (55.0 secs) SB LT B B OVERALL A A Shields/Stuart (signal) EB LT E (57.6 secs) E (62.1 secs) EB RT D D EB APPROACH E (57.5 secs) E (51.9 secs) NB LT A A NB T A A NB APPROACH A A SB T A A SB RT A A SB APPROACH A A OVERALL A A (*) Adjusted signal timing DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 21 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Prospect (signal) EB LT D E (77.8 secs) EB T D C EB RT C C EB APPROACH D D WB LT E (56.7 secs) D WB T D E (70.5 secs) WB T/RT D E (72.9 secs) WB APPROACH D E (68.5 secs) NB LT B C NB T B A NB RT A A NB APPROACH B B SB LT C B SB T C B SB RT B A SB APPROACH C B OVERALL C C Shields/Hobbit (stop sign) WB LT F (97.2 secs) F (333.5 secs) WB RT B C WB APPROACH E (39.6 secs) F (70.8 secs) SB LT B C OVERALL A A Shields/Stuart (signal) EB LT E (57.3 secs) E (61.9 secs) EB RT D D EB APPROACH E (56.8 secs) E (51.6 secs) NB LT A A NB T A A NB APPROACH A A SB T A A SB RT A A SB APPROACH A A OVERALL A A DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 22 TABLE 5 Short Range (2025) Total Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Prospect (signal) EB LT D E (E (61.6 secs)) EB T D D (C) EB RT C C (C) EB APPROACH D D (D) WB LT D E (E (58.2 secs)) WB T D F (E (68.9 secs)) WB T/RT D F (E (70.1 secs)) WB APPROACH D F (E (67.2 secs)) NB LT B D (C) NB T C C (A) NB RT A B (A) NB APPROACH C C (B) SB LT C D (B) SB T C D (B) SB RT B C (B) SB APPROACH C D (B) OVERALL D E (C) Shields/Hobbit (stop sign) WB LT F (106.1 secs) F (357.6 secs) WB RT C C WB APPROACH E (40.5 secs) F (97.2 secs) SB LT B B OVERALL A A Shields/Stuart (signal) EB LT D E (56.2 secs) EB T/RT D D EB APPROACH D E (56.2 secs) WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T B A SB RT A A SB APPROACH B A OVERALL A A (*) Adjusted signal timing DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 23 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Prospect (signal) EB LT D E (77.8 secs) EB T D C EB RT C C EB APPROACH D D WB LT E (59.6 secs) E (55.3 secs) WB T D E (70.5 secs) WB T/RT D E (72.9 secs) WB APPROACH D E (68.4 secs) NB LT B D NB T B A NB RT A A NB APPROACH B B SB LT C C SB T C B SB RT A A SB APPROACH C B OVERALL C C Shields/Hobbit (stop sign) WB LT F (148.2 secs) F (807.8 secs) WB RT C C WB APPROACH E (52.9 secs) F (195.0 secs) SB LT B C OVERALL A A Shields/Stuart (signal) EB LT D E (56.3 secs) EB T/RT D D EB APPROACH D E (56.2 secs) WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A SHORT RANGE (2025) AND LONG RANGE (2040) GEOMETRY Figure 12 DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Page 24 Prospect Hobbit Shields Stuart - Denotes Lane STOP Site Access DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 25 the City of Fort Collins. This development proposal will contribute no traffic to this movement. According to Figure 8-4, LCUASS, a northbound right-turn lane will not be warranted at the Shields/Hobbit intersection, however this lane currently exists. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of The Quarry by Watermark site. There will be six pedestrian destinations within 1320 feet of The Quarry by Watermark site. These are: 1) the residential area to the east of the site, 2) the residential area to the north of the site, 3) the residential area to the northwest of the site, 4) the commercial area to the northwest of the site, 5) the commercial area to the west of the site, and 6) the residential area to the south of the site. This site is in an area type termed “other.” As mentioned earlier, many of the street cross section elements were built prior to the current standards. Therefore, some of the sidewalks may be considered to be substandard. Acceptable pedestrian level of service will not be achieved for all pedestrian destinations. The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for “other” is C for all areas of evaluation. The Spring Creek Trail crosses Shields Street south of Stuart Street. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of The Quarry by Watermark development. There will be two bicycle destinations within 1320 feet of The Quarry by Watermark development. These are: 1) the commercial area to the northwest of the site and 2) the commercial area to the west of the site. The Bicycle LOS Worksheet is provided in Appendix H. The base level of service is C and is B for each of the bicycle destinations. This site is connected to Shields Street. Therefore, it is concluded that level of service B can be achieved. The Spring Creek Trail crosses Shields Street south of Stuart Street. Transit Level of Service This area of Fort Collins is served by Transfort Routes 19, 2, and 32. Route 19 operates along Shields Street, Route 2 operates, westbound, along Prospect Road, and Route 32 operates eastbound on Prospect Road, west of Shields Street, and northbound on Shields Street, north of Prospect Road. DELICH The Quarry by Watermark TIS, November 2020 ASSOCIATES Page 26 IV. CONCLUSIONS This study assessed the impacts of The Quarry by Watermark project on the street system in the vicinity of the proposed development in the short range (2025) and long range (2040) future. As a result of this analysis, the following is concluded: - The development of The Quarry by Watermark is feasible from a traffic engineering standpoint. At full development, The Quarry by Watermark will generate approximately 2,170 daily trip ends, 120 morning peak hour trip ends, and 177 afternoon peak hour trip ends. - All intersections operate acceptably with the existing traffic and geometry with an adjustment in the signal timing at the Shields/Prospect intersection during the afternoon peak hour. Current traffic volumes indicate that a westbound auxiliary right-turn lane is required at the Shields/Prospect intersection. The decision to build this lane rests with the City of Fort Collins. - The Shields/Prospect and Shields/Stuart intersections are currently signalized. The Shields/Hobbit stop sign controlled intersection will not have traffic signals in the future. - In the short range (2025) future, given development of The Quarry by Watermark and an increase in background traffic, the key intersections will operate acceptably with an adjustment in the signal timing at the Shields/Prospect intersection during the afternoon peak hour. - In the long range (2040) future, given development of The Quarry by Watermark and an increase in background traffic, the key intersections will operate acceptably. - The short range (2025) and long range (2040) geometry is shown in Figure 12. This is the current geometry. Traffic volumes indicate that a westbound auxiliary right-turn lane is required at the Shields/Prospect intersection. The decision to build this lane rests with the City of Fort Collins. - Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines and the Fort Collins Pedestrian Plan. Many of the street cross section elements were built prior to the current standards. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/10/2018 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Prospect S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Prospect Westbound: Prospect Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 11 202 60 273 29 145 12 186 459 62 235 13 310 17 67 25 109 419 878 7:45 16 259 41 316 59 173 11 243 559 72 187 35 294 29 56 30 115 409 968 8:00 17 164 27 208 36 132 14 182 390 37 144 19 200 25 63 24 112 312 702 8:15 24 157 24 205 40 166 9 215 420 46 157 35 238 27 82 26 135 373 793 7:30-8:30 68 782 152 1002 164 616 46 826 1828 217 723 102 1042 98 268 105 471 1513 3341 PHF 0.71 0.75 0.63 0.79 0.69 0.89 0.82 0.85 0.75 0.77 0.73 0.84 0.84 0.82 0.88 0.87 0.86 4:30 55 205 21 281 79 196 37 312 593 47 137 23 207 40 177 43 260 467 1060 4:45 47 196 35 278 62 203 28 293 571 50 134 29 213 48 174 67 289 502 1073 5:00 48 218 30 296 67 277 56 400 696 29 82 24 135 59 218 68 345 480 1176 5:15 53 199 23 275 48 217 48 313 588 43 95 26 164 42 170 46 258 422 1010 4:30-5:30 203 818 109 1130 256 893 169 1318 2448 169 448 102 719 189 739 224 1152 1871 4319 PHF 0.92 0.94 0.78 0.95 0.81 0.81 0.75 0.82 0.85 0.82 0.88 0.84 0.8 0.85 0.82 0.83 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/8/2020 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Hobbit S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Westbound: Hobbit Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 140 0 140 1 151 152 292 0 2 6 8 8 300 7:45 181 3 184 3 191 194 378 0 2 2 4 4 382 8:00 171 0 171 3 177 180 351 0 2 3 5 5 356 8:15 144 2 146 3 177 180 326 0 1 3 4 4 330 7:30-8:30 0 636 5 641 10 696 0 706 1347 0 0 0 0 7 0 14 21 21 1368 PHF n/a 0.88 0.42 0.87 0.83 0.91 n/a 0.91 n/a n/a n/a n/a 0.88 n/a 0.58 0.66 0.9 4:30 255 1 256 4 265 269 525 0 2 6 8 8 533 4:45 290 4 294 5 270 275 569 0 2 3 5 5 574 5:00 280 2 282 0 277 277 559 0 3 7 10 10 569 5:15 275 6 281 5 282 287 568 0 3 8 11 11 579 4:30-5:30 0 1100 13 1113 14 1094 0 1108 2221 0 0 0 0 10 0 24 34 34 2255 PHF n/a 0.95 0.54 0.95 0.7 0.97 n/a 0.97 n/a n/a n/a n/a 0.83 n/a 0.75 0.77 0.97 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/9/2018 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Stuart S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Stuart Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 5 281 286 238 3 241 527 22 25 47 0 47 574 7:45 4 282 286 263 4 267 553 15 25 40 0 40 593 8:00 4 210 214 224 10 234 448 10 22 32 0 32 480 8:15 8 195 203 237 4 241 444 11 19 30 0 30 474 7:30-8:30 21 968 0 989 0 962 21 983 1972 58 0 91 149 0 0 0 0 149 2121 PHF 0.66 0.86 n/a 0.86 n/a 0.91 0.53 0.92 0.66 n/a 0.91 0.79 n/a n/a n/a n/a 0.89 4:30 23 277 300 269 11 280 580 17 17 34 0 34 614 4:45 15 282 297 335 21 356 653 21 18 39 0 39 692 5:00 27 336 363 325 22 347 710 11 18 29 0 29 739 5:15 35 335 370 380 32 412 782 18 18 36 0 36 818 4:30-5:30 100 1230 0 1330 0 1309 86 1395 2725 67 0 71 138 0 0 0 0 138 2863 PHF 0.71 0.92 n/a 0.9 n/a 0.86 0.67 0.85 0.8 n/a 0.99 0.88 n/a n/a n/a n/a 0.88 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 217 723 113 108 268 105 69 797 155 164 680 46 Future Volume (veh/h) 217 723 113 108 268 105 69 797 155 164 680 46 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 252 841 22 126 312 75 80 927 56 191 791 1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 536 943 418 214 461 109 369 1544 682 349 1670 738 Arrive On Green 0.16 0.27 0.27 0.06 0.16 0.16 0.05 0.43 0.43 0.08 0.47 0.47 Sat Flow, veh/h 3456 3554 1576 3456 2829 668 1781 3554 1570 1781 3554 1571 Grp Volume(v), veh/h 252 841 22 126 194 193 80 927 56 191 791 1 Grp Sat Flow(s),veh/h/ln 1728 1777 1576 1728 1777 1720 1781 1777 1570 1781 1777 1571 Q Serve(g_s), s 7.3 25.1 1.1 3.9 11.3 11.7 2.7 22.0 1.2 6.1 16.7 0.0 Cycle Q Clear(g_c), s 7.3 25.1 1.1 3.9 11.3 11.7 2.7 22.0 1.2 6.1 16.7 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 536 943 418 214 289 280 369 1544 682 349 1670 738 V/C Ratio(X) 0.47 0.89 0.05 0.59 0.67 0.69 0.22 0.60 0.08 0.55 0.47 0.00 Avail Cap(c_a), veh/h 536 1001 444 251 420 407 413 1544 682 378 1670 738 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 38.9 30.1 50.2 43.3 43.4 16.3 23.8 5.2 17.2 19.9 15.5 Incr Delay (d2), s/veh 0.6 9.8 0.1 2.6 2.7 3.0 0.3 1.7 0.2 1.4 1.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 11.8 0.4 1.7 5.1 5.1 1.1 9.1 0.8 2.5 7.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.0 48.7 30.2 52.8 45.9 46.4 16.5 25.5 5.4 18.5 20.8 15.5 LnGrp LOS DDCDDDBCABCB Approach Vol, veh/h 1115 513 1063 983 Approach Delay, s/veh 47.1 47.8 23.8 20.4 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 56.7 10.8 34.2 12.2 52.8 22.1 22.9 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 7.0 45.0 7.0 30.0 10.0 42.0 12.0 * 25 Max Q Clear Time (g_c+I1), s 4.7 18.7 5.9 27.1 8.1 24.0 9.3 13.7 Green Ext Time (p_c), s 0.0 3.4 0.0 1.1 0.1 3.8 0.2 1.0 Intersection Summary HCM 6th Ctrl Delay 33.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates recent am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 51 12 36 14 48 17 31 Maximum Split (%) 10.0% 46.4% 10.9% 32.7% 12.7% 43.6% 15.5% 28.2% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 53 89 103 72 41 End Time (s) 100 41 53 89 103 41 89 72 Yield/Force Off (s) 96 35 48 83 99 35 84 66 Yield/Force Off 170(s) 96 15 48 67 99 21 84 49 Local Start Time (s) 48 59 0 12 48 62 31 0 Local Yield (s) 55 104 7 42 58 104 43 25 Local Yield 170(s) 55 84 7 26 58 90 43 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Recent AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates recent am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 252 841 131 126 434 80 927 180 191 791 53 v/c Ratio 0.45 0.90 0.25 0.53 0.70 0.24 0.67 0.26 0.65 0.52 0.07 Control Delay 44.8 51.6 6.8 57.5 43.6 16.5 33.2 7.9 24.1 24.4 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.8 51.6 6.8 57.5 43.6 16.5 33.2 7.9 24.1 24.4 0.2 Queue Length 50th (ft) 82 297 1 44 135 25 275 0 67 217 0 Queue Length 95th (ft) 124 355 41 73 169 58 366 60 103 262 0 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 562 964 530 241 805 332 1374 701 299 1524 766 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.45 0.87 0.25 0.52 0.54 0.24 0.67 0.26 0.64 0.52 0.07 Intersection Summary HCM 6th Signalized Intersection Summary Recent PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 169 451 112 208 739 224 220 887 118 256 980 169 Future Volume (veh/h) 169 451 112 208 739 224 220 887 118 256 980 169 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 490 21 226 803 217 239 964 14 278 1065 73 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, % 222222222222 Cap, veh/h 267 956 424 316 755 204 315 1345 593 369 1389 613 Arrive On Green 0.08 0.27 0.27 0.09 0.28 0.28 0.14 0.50 0.50 0.12 0.39 0.39 Sat Flow, veh/h 3456 3554 1576 3456 2747 742 1781 3554 1567 1781 3554 1568 Grp Volume(v), veh/h 184 490 21 226 519 501 239 964 14 278 1065 73 Grp Sat Flow(s),veh/h/ln 1728 1777 1576 1728 1777 1713 1781 1777 1567 1781 1777 1568 Q Serve(g_s), s 6.2 14.0 1.2 7.6 33.0 33.0 9.7 25.3 0.4 11.1 31.3 3.6 Cycle Q Clear(g_c), s 6.2 14.0 1.2 7.6 33.0 33.0 9.7 25.3 0.4 11.1 31.3 3.6 Prop In Lane 1.00 1.00 1.00 0.43 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 267 956 424 316 489 471 315 1345 593 369 1389 613 V/C Ratio(X) 0.69 0.51 0.05 0.71 1.06 1.06 0.76 0.72 0.02 0.75 0.77 0.12 Avail Cap(c_a), veh/h 288 956 424 461 489 471 347 1345 593 409 1389 613 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.0 37.2 32.5 53.0 43.5 43.5 23.8 24.8 9.5 22.9 31.8 23.4 Incr Delay (d2), s/veh 6.2 0.5 0.0 3.0 58.4 59.2 8.5 3.3 0.1 7.0 4.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 6.0 0.5 3.4 22.1 21.4 4.4 9.7 0.2 5.2 14.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.2 37.7 32.5 56.0 101.9 102.7 32.3 28.1 9.6 29.9 35.9 23.8 LnGrp LOS E D C E F F C C A C D C Approach Vol, veh/h 695 1246 1217 1416 Approach Delay, s/veh 43.5 93.9 28.7 34.1 Approach LOS D F C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.8 51.9 15.0 37.3 17.3 50.4 14.3 38.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 14.0 44.0 15.0 26.0 16.0 42.0 9.0 * 32 Max Q Clear Time (g_c+I1), s 11.7 33.3 9.6 16.0 13.1 27.3 8.2 35.0 Green Ext Time (p_c), s 0.2 3.8 0.4 1.4 0.3 3.6 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 50.4 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 18 50 20 32 20 48 14 38 Maximum Split (%) 15.0% 41.7% 16.7% 26.7% 16.7% 40.0% 11.7% 31.7% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 60 110 10 42 62 28 110 End Time (s) 60 110 10 42 62 110 42 28 Yield/Force Off (s) 56 104 5 36 58 104 37 22 Yield/Force Off 170(s) 56 84 5 20 58 90 37 5 Local Start Time (s) 52 70 0 20 52 72 38 0 Local Yield (s) 66 114 15 46 68 114 47 32 Local Yield 170(s) 66 94 15 30 68 100 47 15 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 110 (92%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Recent PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 184 490 122 226 1046 239 964 128 278 1065 184 v/c Ratio 0.67 0.59 0.26 0.59 1.13 0.86 0.77 0.20 0.87 0.82 0.28 Control Delay 66.2 44.2 8.2 56.4 111.5 57.5 35.3 1.9 51.1 40.1 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.2 44.2 8.2 56.4 111.5 57.5 35.3 1.9 51.1 40.1 6.3 Queue Length 50th (ft) 72 178 0 86 ~486 133 273 0 138 390 10 Queue Length 95th (ft) 111 240 50 126 #621 #264 342 15 #286 480 58 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 276 825 466 442 925 285 1244 641 329 1297 669 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.67 0.59 0.26 0.51 1.13 0.84 0.77 0.20 0.84 0.82 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Recent PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 10/29/2020 Synchro 11 Light Report Delich Associates recent pm adj timing.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 169 451 112 208 739 224 220 887 118 256 980 169 Future Volume (veh/h) 169 451 112 208 739 224 220 887 118 256 980 169 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 490 27 226 803 217 239 964 14 278 1065 73 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, % 222222222222 Cap, veh/h 267 1092 485 313 859 232 263 1280 564 318 1340 591 Arrive On Green 0.08 0.31 0.31 0.09 0.31 0.31 0.11 0.48 0.48 0.10 0.38 0.38 Sat Flow, veh/h 3456 3554 1577 3456 2748 743 1781 3554 1567 1781 3554 1567 Grp Volume(v), veh/h 184 490 27 226 519 501 239 964 14 278 1065 73 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1714 1781 1777 1567 1781 1777 1567 Q Serve(g_s), s 6.2 13.3 1.4 7.6 34.0 34.1 10.0 26.5 0.4 11.8 32.0 3.7 Cycle Q Clear(g_c), s 6.2 13.3 1.4 7.6 34.0 34.1 10.0 26.5 0.4 11.8 32.0 3.7 Prop In Lane 1.00 1.00 1.00 0.43 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 267 1092 485 313 555 536 263 1280 564 318 1340 591 V/C Ratio(X) 0.69 0.45 0.06 0.72 0.93 0.93 0.91 0.75 0.02 0.87 0.80 0.12 Avail Cap(c_a), veh/h 288 1092 485 403 563 543 263 1280 564 318 1340 591 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.0 33.4 29.3 53.1 40.1 40.1 28.2 26.9 10.5 25.8 33.3 24.4 Incr Delay (d2), s/veh 6.2 0.3 0.0 4.5 22.9 23.5 32.6 4.1 0.1 22.5 4.9 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 5.7 0.6 3.5 18.1 17.5 6.4 10.5 0.2 6.9 14.5 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.2 33.7 29.3 57.6 62.9 63.6 60.8 31.0 10.6 48.3 38.2 24.9 LnGrp LOS E C C EEEECBDDC Approach Vol, veh/h 701 1246 1217 1416 Approach Delay, s/veh 40.5 62.2 36.6 39.5 Approach LOS D E D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.0 50.2 14.9 41.9 15.0 48.2 14.3 42.5 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 9.0 44.0 13.0 33.0 11.0 42.0 9.0 * 37 Max Q Clear Time (g_c+I1), s 12.0 34.0 9.6 15.3 13.8 28.5 8.2 36.1 Green Ext Time (p_c), s 0.0 3.7 0.2 1.8 0.0 3.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 45.1 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Recent PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 10/29/2020 Synchro 11 Light Report Delich Associates recent pm adj timing.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 13 50 18 39 15 48 14 43 Maximum Split (%) 10.8% 41.7% 15.0% 32.5% 12.5% 40.0% 11.7% 35.8% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 47 60 110 8 47 62 33 110 End Time (s) 60 110 8 47 62 110 47 33 Yield/Force Off (s) 56 104 3 41 58 104 42 27 Yield/Force Off 170(s) 56 84 3 25 58 90 42 10 Local Start Time (s) 57 70 0 18 57 72 43 0 Local Yield (s) 66 114 13 51 68 114 52 37 Local Yield 170(s) 66 94 13 35 68 100 52 20 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 110 (92%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Recent PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 10/29/2020 Synchro 11 Light Report Delich Associates recent pm adj timing.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 184 490 122 226 1046 239 964 128 278 1065 184 v/c Ratio 0.67 0.49 0.23 0.62 0.99 1.13 0.79 0.20 1.09 0.83 0.28 Control Delay 66.2 37.6 6.8 59.0 64.1 132.2 36.1 1.9 110.5 40.9 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.2 37.6 6.8 59.0 64.1 132.2 36.1 1.9 110.5 40.9 6.3 Queue Length 50th (ft) 72 167 0 87 411 ~162 273 0 ~175 390 10 Queue Length 95th (ft) 111 221 46 128 #561 #328 342 15 #351 480 58 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 276 992 536 387 1061 211 1225 634 254 1282 663 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.67 0.49 0.23 0.58 0.99 1.13 0.79 0.20 1.09 0.83 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Recent AM 2: Shields Street & Hobbit Street City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 17 1004 4 9 889 Future Vol, veh/h 7 17 1004 4 9 889 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 19 1116 4 10 988 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1632 560 0 0 1120 0 Stage 1 1118 ----- Stage 2 514 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 92 472 - - 619 - Stage 1 274 ----- Stage 2 565 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 91 472 - - 619 - Mov Cap-2 Maneuver 91 ----- Stage 1 274 ----- Stage 2 556 ----- Approach WB NB SB HCM Control Delay, s 23.2 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 91 472 619 - HCM Lane V/C Ratio - - 0.085 0.04 0.016 - HCM Control Delay (s) - - 48.2 12.9 10.9 - HCM Lane LOS - - E B B - HCM 95th %tile Q(veh) - - 0.3 0.1 0 - HCM 6th TWSC Recent PM 2: Shields Street & Hobbit Street City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 29 1196 13 21 1273 Future Vol, veh/h 7 29 1196 13 21 1273 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 7 30 1233 13 22 1312 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1940 623 0 0 1246 0 Stage 1 1240 ----- Stage 2 700 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 57 429 - - 554 - Stage 1 236 ----- Stage 2 454 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 55 429 - - 554 - Mov Cap-2 Maneuver 55 ----- Stage 1 236 ----- Stage 2 436 ----- Approach WB NB SB HCM Control Delay, s 26.9 0 0.2 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 55 429 554 - HCM Lane V/C Ratio - - 0.131 0.07 0.039 - HCM Control Delay (s) - - 80.1 14 11.8 - HCM Lane LOS - - F B B - HCM 95th %tile Q(veh) - - 0.4 0.2 0.1 - Timing Report, Sorted By Phase Recent AM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates recent am.syn Phase Number 1246 Movement NBL SBT EBL NBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None Max Maximum Split (s) 11 79 20 90 Maximum Split (%) 10.0% 71.8% 18.2% 81.8% Minimum Split (s) 11 23.5 20 22 Yellow Time (s) 3434 All-Red Time (s) 1222 Minimum Initial (s) 4 10 4 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 13 24 103 13 End Time (s) 24 103 13 103 Yield/Force Off (s) 20 97 8 97 Yield/Force Off 170(s) 20 87 8 97 Local Start Time (s) 20 31 0 20 Local Yield (s) 27 104 15 104 Local Yield 170(s) 27 94 15 104 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 103 (94%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 4: Shields Street & Stuart Street Queues Recent AM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates recent am.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 65 102 24 1067 983 24 v/c Ratio 0.39 0.42 0.05 0.37 0.36 0.02 Control Delay 52.8 14.4 2.0 3.0 4.5 0.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.8 14.4 2.0 3.0 4.5 0.8 Queue Length 50th (ft) 44 0 2 75 99 0 Queue Length 95th (ft) 84 48 7 116 300 m3 Internal Link Dist (ft) 281 436 523 Turn Bay Length (ft) 150 130 80 Base Capacity (vph) 257 317 502 2915 2723 1222 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.25 0.32 0.05 0.37 0.36 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Timing Report, Sorted By Phase Recent PM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent pm.syn Phase Number 1246 Movement NBL SBT EBL NBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 11 91 18 102 Maximum Split (%) 9.2% 75.8% 15.0% 85.0% Minimum Split (s) 11 23.5 18 22 Yellow Time (s) 3434 All-Red Time (s) 1222 Minimum Initial (s) 4 10 4 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 58 69 40 58 End Time (s) 69 40 58 40 Yield/Force Off (s) 65 34 53 34 Yield/Force Off 170(s) 65 24 53 34 Local Start Time (s) 18 29 0 18 Local Yield (s) 25 114 13 114 Local Yield 170(s) 25 104 13 114 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 40 (33%), Referenced to phase 2:SBT and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street Queues Recent PM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 10/28/2020 Synchro 11 Light Report Delich Associates recent pm.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 76 81 114 1298 1360 94 v/c Ratio 0.46 0.37 0.33 0.44 0.52 0.08 Control Delay 60.1 15.4 4.2 3.4 1.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.1 15.4 4.2 3.4 1.4 0.1 Queue Length 50th (ft) 57 0 11 108 23 0 Queue Length 95th (ft) 102 45 22 148 33 m0 Internal Link Dist (ft) 281 436 523 Turn Bay Length (ft) 150 130 80 Base Capacity (vph) 206 256 351 2944 2631 1192 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.37 0.32 0.32 0.44 0.52 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 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 weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 6th Signalized Intersection Summary Short Bkgrd AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 10/30/2020 Synchro 11 Light Report Delich Associates sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 798 125 120 296 116 79 886 175 181 752 51 Future Volume (veh/h) 240 798 125 120 296 116 79 886 175 181 752 51 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 279 928 36 140 344 88 92 1030 76 210 874 1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 572 1000 444 229 482 121 328 1441 636 313 1577 697 Arrive On Green 0.17 0.28 0.28 0.07 0.17 0.17 0.05 0.41 0.41 0.09 0.44 0.44 Sat Flow, veh/h 3456 3554 1577 3456 2789 702 1781 3554 1569 1781 3554 1570 Grp Volume(v), veh/h 279 928 36 140 217 215 92 1030 76 210 874 1 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1714 1781 1777 1569 1781 1777 1570 Q Serve(g_s), s 8.1 27.9 1.8 4.3 12.7 13.0 3.2 26.7 1.8 7.1 20.0 0.0 Cycle Q Clear(g_c), s 8.1 27.9 1.8 4.3 12.7 13.0 3.2 26.7 1.8 7.1 20.0 0.0 Prop In Lane 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 572 1000 444 229 307 296 328 1441 636 313 1577 697 V/C Ratio(X) 0.49 0.93 0.08 0.61 0.71 0.73 0.28 0.71 0.12 0.67 0.55 0.00 Avail Cap(c_a), veh/h 572 1001 444 251 420 405 361 1441 636 327 1577 697 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.7 38.4 29.1 50.0 42.9 43.0 18.3 27.4 5.9 20.9 22.6 17.0 Incr Delay (d2), s/veh 0.6 14.2 0.1 3.7 3.3 4.1 0.5 3.1 0.4 5.0 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 13.7 0.7 2.0 5.8 5.8 1.3 11.4 1.2 3.3 8.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.3 52.6 29.1 53.7 46.2 47.1 18.7 30.4 6.3 25.9 24.0 17.0 LnGrp LOS DDCDDDBCACCB Approach Vol, veh/h 1243 572 1198 1085 Approach Delay, s/veh 49.6 48.4 28.0 24.4 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 53.8 11.3 36.0 13.2 49.6 23.2 24.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 7.0 45.0 7.0 30.0 10.0 42.0 12.0 * 25 Max Q Clear Time (g_c+I1), s 5.2 22.0 6.3 29.9 9.1 28.7 10.1 15.0 Green Ext Time (p_c), s 0.0 3.7 0.0 0.0 0.1 3.9 0.2 1.0 Intersection Summary HCM 6th Ctrl Delay 36.4 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 10/30/2020 Synchro 11 Light Report Delich Associates sb am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 51 12 36 14 48 17 31 Maximum Split (%) 10.0% 46.4% 10.9% 32.7% 12.7% 43.6% 15.5% 28.2% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 53 89 103 72 41 End Time (s) 100 41 53 89 103 41 89 72 Yield/Force Off (s) 96 35 48 83 99 35 84 66 Yield/Force Off 170(s) 96 15 48 67 99 21 84 49 Local Start Time (s) 48 59 0 12 48 62 31 0 Local Yield (s) 55 104 7 42 58 104 43 25 Local Yield 170(s) 55 84 7 26 58 90 43 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Short Bkgrd AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 10/30/2020 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 279 928 145 140 479 92 1030 203 210 874 59 v/c Ratio 0.51 0.96 0.27 0.58 0.73 0.32 0.77 0.30 0.80 0.58 0.08 Control Delay 46.8 60.8 8.3 59.6 44.1 18.1 37.3 10.0 41.9 25.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.8 60.8 8.3 59.6 44.1 18.1 37.3 10.0 41.9 25.9 0.2 Queue Length 50th (ft) 93 340 8 50 152 30 318 13 75 248 0 Queue Length 95th (ft) 137 #436 50 79 186 68 420 81 #177 296 0 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 547 964 531 241 805 295 1338 687 262 1498 756 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.51 0.96 0.27 0.58 0.60 0.31 0.77 0.30 0.80 0.58 0.08 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Bkgrd PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 186 498 128 237 816 247 244 986 134 283 1095 187 Future Volume (veh/h) 186 498 128 237 816 247 244 986 134 283 1095 187 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 541 24 258 887 242 265 1072 32 308 1190 92 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, % 222222222222 Cap, veh/h 283 941 417 348 754 205 302 1320 582 351 1363 601 Arrive On Green 0.08 0.26 0.26 0.10 0.28 0.28 0.16 0.49 0.49 0.13 0.38 0.38 Sat Flow, veh/h 3456 3554 1576 3456 2742 747 1781 3554 1567 1781 3554 1568 Grp Volume(v), veh/h 202 541 24 258 574 555 265 1072 32 308 1190 92 Grp Sat Flow(s),veh/h/ln 1728 1777 1576 1728 1777 1712 1781 1777 1567 1781 1777 1568 Q Serve(g_s), s 6.8 15.8 1.4 8.7 33.0 33.0 11.1 30.6 0.9 12.4 37.2 4.6 Cycle Q Clear(g_c), s 6.8 15.8 1.4 8.7 33.0 33.0 11.1 30.6 0.9 12.4 37.2 4.6 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 283 941 417 348 489 471 302 1320 582 351 1363 601 V/C Ratio(X) 0.71 0.58 0.06 0.74 1.18 1.18 0.88 0.81 0.05 0.88 0.87 0.15 Avail Cap(c_a), veh/h 288 941 417 461 489 471 314 1320 582 372 1363 601 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 38.3 32.9 52.5 43.5 43.5 25.7 26.8 10.2 24.9 34.3 24.2 Incr Delay (d2), s/veh 7.9 0.9 0.1 4.4 98.7 100.4 22.9 5.5 0.2 19.7 8.0 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 3.2 6.9 0.5 4.0 27.6 26.8 6.1 12.1 0.5 7.0 17.3 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.6 39.1 33.0 56.9 142.2 143.9 48.6 32.3 10.3 44.6 42.3 24.8 LnGrp LOS E D C E F F D C B D D C Approach Vol, veh/h 767 1387 1369 1590 Approach Delay, s/veh 44.9 127.0 35.0 41.7 Approach LOS D F C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.2 51.0 16.1 36.8 18.6 49.6 14.8 38.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 14.0 44.0 15.0 26.0 16.0 42.0 9.0 * 32 Max Q Clear Time (g_c+I1), s 13.1 39.2 10.7 17.8 14.4 32.6 8.8 35.0 Green Ext Time (p_c), s 0.1 2.5 0.4 1.4 0.2 3.3 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 63.5 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 18 50 20 32 20 48 14 38 Maximum Split (%) 15.0% 41.7% 16.7% 26.7% 16.7% 40.0% 11.7% 31.7% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 60 110 10 42 62 28 110 End Time (s) 60 110 10 42 62 110 42 28 Yield/Force Off (s) 56 104 5 36 58 104 37 22 Yield/Force Off 170(s) 56 84 5 20 58 90 37 5 Local Start Time (s) 52 70 0 20 52 72 38 0 Local Yield (s) 66 114 15 46 68 114 47 32 Local Yield 170(s) 66 94 15 30 68 100 47 15 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 110 (92%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Short Bkgrd PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 202 541 139 258 1155 265 1072 146 308 1190 203 v/c Ratio 0.73 0.67 0.29 0.64 1.25 0.96 0.88 0.23 1.01 0.93 0.31 Control Delay 69.8 46.6 8.0 57.6 157.4 77.8 41.1 3.0 88.0 49.3 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 46.6 8.0 57.6 157.4 77.8 41.1 3.0 88.0 49.3 7.7 Queue Length 50th (ft) 79 203 0 98 ~580 161 372 0 ~193 460 19 Queue Length 95th (ft) #131 267 52 142 #718 #328 #444 27 #380 #602 72 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 276 809 472 442 925 276 1225 634 305 1282 663 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.73 0.67 0.29 0.58 1.25 0.96 0.88 0.23 1.01 0.93 0.31 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Bkgrd PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm adj timing.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 186 498 128 237 816 247 244 986 134 283 1095 187 Future Volume (veh/h) 186 498 128 237 816 247 244 986 134 283 1095 187 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 541 34 258 887 243 265 1072 32 308 1190 89 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, % 222222222222 Cap, veh/h 283 1148 510 348 914 250 368 2097 929 446 2097 929 Arrive On Green 0.08 0.32 0.32 0.10 0.33 0.33 0.11 0.78 0.78 0.08 0.59 0.59 Sat Flow, veh/h 3456 3554 1578 3456 2741 750 1781 3554 1574 1781 3554 1574 Grp Volume(v), veh/h 202 541 34 258 575 555 265 1072 32 308 1190 89 Grp Sat Flow(s),veh/h/ln 1728 1777 1578 1728 1777 1714 1781 1777 1574 1781 1777 1574 Q Serve(g_s), s 6.8 14.6 1.8 8.7 38.2 38.4 7.0 13.0 0.6 8.2 24.8 2.9 Cycle Q Clear(g_c), s 6.8 14.6 1.8 8.7 38.2 38.4 7.0 13.0 0.6 8.2 24.8 2.9 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 283 1148 510 348 592 571 368 2097 929 446 2097 929 V/C Ratio(X) 0.71 0.47 0.07 0.74 0.97 0.97 0.72 0.51 0.03 0.69 0.57 0.10 Avail Cap(c_a), veh/h 288 1148 510 461 592 571 368 2097 929 446 2097 929 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 32.4 28.1 52.5 39.4 39.5 14.3 6.7 6.9 10.1 15.2 10.7 Incr Delay (d2), s/veh 7.9 0.3 0.1 4.4 29.5 30.6 6.7 0.9 0.1 4.5 1.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 6.2 0.7 4.0 21.1 20.5 3.2 3.7 0.2 3.5 10.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.6 32.7 28.2 56.9 68.9 70.1 21.0 7.6 7.0 14.6 16.3 10.9 LnGrp LOS E C C E E E C AABBB Approach Vol, veh/h 777 1388 1369 1587 Approach Delay, s/veh 40.0 67.1 10.2 15.6 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.0 76.7 16.1 43.8 13.0 76.7 14.8 45.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 9.0 42.0 15.0 33.0 9.0 42.0 9.0 * 39 Max Q Clear Time (g_c+I1), s 9.0 26.8 10.7 16.6 10.2 15.0 8.8 40.4 Green Ext Time (p_c), s 0.0 5.2 0.4 2.0 0.0 4.9 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 31.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Bkgrd PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm adj timing.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 13 48 20 39 13 48 14 45 Maximum Split (%) 10.8% 40.0% 16.7% 32.5% 10.8% 40.0% 11.7% 37.5% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 49 62 110 10 49 62 35 110 End Time (s) 62 110 10 49 62 110 49 35 Yield/Force Off (s) 58 104 5 43 58 104 44 29 Yield/Force Off 170(s) 58 84 5 27 58 90 44 12 Local Start Time (s) 59 72 0 20 59 72 45 0 Local Yield (s) 68 114 15 53 68 114 54 39 Local Yield 170(s) 68 94 15 37 68 100 54 22 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 110 (92%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Short Bkgrd PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm adj timing.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 202 541 139 258 1155 265 1072 146 308 1190 203 v/c Ratio 0.73 0.54 0.25 0.64 1.04 1.29 0.88 0.23 1.50 0.97 0.32 Control Delay 69.8 38.1 6.5 57.6 74.9 192.1 41.1 3.0 275.5 58.0 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 38.1 6.5 57.6 74.9 192.1 41.1 3.0 275.5 58.0 8.1 Queue Length 50th (ft) 79 186 0 98 ~496 ~217 372 0 ~282 473 20 Queue Length 95th (ft) #131 246 48 142 #634 #392 #444 27 #464 #626 74 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 276 1008 555 442 1115 205 1225 634 205 1225 641 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.73 0.54 0.25 0.58 1.04 1.29 0.88 0.23 1.50 0.97 0.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Bkgrd AM 2: Shields Street & Hobbit Street City Timing Landmark Apartments Expansion 10/30/2020 Synchro 11 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 13 37 1103 6 14 980 Future Vol, veh/h 13 37 1103 6 14 980 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 14 41 1226 7 16 1089 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1807 617 0 0 1233 0 Stage 1 1230 ----- Stage 2 577 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 70 433 - - 561 - Stage 1 239 ----- Stage 2 525 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 68 433 - - 561 - Mov Cap-2 Maneuver 68 ----- Stage 1 239 ----- Stage 2 510 ----- Approach WB NB SB HCM Control Delay, s 29.2 0 0.2 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 68 433 561 - HCM Lane V/C Ratio - - 0.212 0.095 0.028 - HCM Control Delay (s) - - 71.7 14.2 11.6 - HCM Lane LOS - - F B B - HCM 95th %tile Q(veh) - - 0.7 0.3 0.1 - HCM 6th TWSC Short Bkgrd PM 2: Shields Street & Hobbit Street City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 13 37 1315 25 56 1398 Future Vol, veh/h 13 37 1315 25 56 1398 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 13 38 1356 26 58 1441 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2206 691 0 0 1382 0 Stage 1 1369 ----- Stage 2 837 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 38 387 - - 492 - Stage 1 201 ----- Stage 2 385 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 34 387 - - 492 - Mov Cap-2 Maneuver 34 ----- Stage 1 201 ----- Stage 2 340 ----- Approach WB NB SB HCM Control Delay, s 55 0 0.5 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 34 387 492 - HCM Lane V/C Ratio - - 0.394 0.099 0.117 - HCM Control Delay (s) - - 167.9 15.3 13.3 - HCM Lane LOS - - F C B - HCM 95th %tile Q(veh) - - 1.3 0.3 0.4 - Timing Report, Sorted By Phase Short Bkgrd AM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 10/30/2020 Synchro 11 Light Report Delich Associates sb am.syn Phase Number 1246 Movement NBL SBT EBL NBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None Max Maximum Split (s) 11 79 20 90 Maximum Split (%) 10.0% 71.8% 18.2% 81.8% Minimum Split (s) 11 23.5 20 22 Yellow Time (s) 3434 All-Red Time (s) 1222 Minimum Initial (s) 4 10 4 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 13 24 103 13 End Time (s) 24 103 13 103 Yield/Force Off (s) 20 97 8 97 Yield/Force Off 170(s) 20 87 8 97 Local Start Time (s) 20 31 0 20 Local Yield (s) 27 104 15 104 Local Yield 170(s) 27 94 15 104 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 103 (94%), Referenced to phase 2:SBT, Start of Red Splits and Phases: 4: Shields Street & Stuart Street Queues Short Bkgrd AM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 10/30/2020 Synchro 11 Light Report Delich Associates sb am.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 65 102 24 1181 1092 24 v/c Ratio 0.39 0.42 0.05 0.41 0.40 0.02 Control Delay 52.8 14.4 2.0 3.2 4.3 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.8 14.4 2.0 3.2 4.3 0.7 Queue Length 50th (ft) 44 0 2 86 113 0 Queue Length 95th (ft) 84 48 7 133 339 m2 Internal Link Dist (ft) 281 436 523 Turn Bay Length (ft) 150 130 80 Base Capacity (vph) 257 317 457 2915 2723 1222 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.25 0.32 0.05 0.41 0.40 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Timing Report, Sorted By Phase Short Bkgrd PM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm.syn Phase Number 1246 Movement NBL SBT EBL NBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 11 91 18 102 Maximum Split (%) 9.2% 75.8% 15.0% 85.0% Minimum Split (s) 11 23.5 18 22 Yellow Time (s) 3434 All-Red Time (s) 1222 Minimum Initial (s) 4 10 4 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 58 69 40 58 End Time (s) 69 40 58 40 Yield/Force Off (s) 65 34 53 34 Yield/Force Off 170(s) 65 24 53 34 Local Start Time (s) 18 29 0 18 Local Yield (s) 25 114 13 114 Local Yield 170(s) 25 104 13 114 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 40 (33%), Referenced to phase 2:SBT and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street Queues Short Bkgrd PM 4: Shields Street & Stuart Street City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates sb pm.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 76 81 114 1447 1509 94 v/c Ratio 0.46 0.37 0.38 0.49 0.57 0.08 Control Delay 60.1 15.4 5.3 3.7 1.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.1 15.4 5.3 3.7 1.5 0.1 Queue Length 50th (ft) 57 0 11 130 27 0 Queue Length 95th (ft) 102 45 22 176 m38 m0 Internal Link Dist (ft) 281 436 523 Turn Bay Length (ft) 150 130 80 Base Capacity (vph) 206 256 307 2944 2631 1190 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.37 0.32 0.37 0.49 0.57 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX E HCM 6th Signalized Intersection Summary Long Bkgrd AM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 270 900 140 135 335 130 90 1010 200 205 850 60 Future Volume (veh/h) 270 900 140 135 335 130 90 1010 200 205 850 60 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 284 947 48 142 353 95 95 1063 90 216 895 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 597 1048 465 220 487 129 314 1386 612 348 1531 676 Arrive On Green 0.17 0.29 0.29 0.06 0.18 0.18 0.11 0.78 0.78 0.10 0.43 0.43 Sat Flow, veh/h 3456 3554 1577 3456 2755 729 1781 3554 1568 1781 3554 1570 Grp Volume(v), veh/h 284 947 48 142 226 222 95 1063 90 216 895 1 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1708 1781 1777 1568 1781 1777 1570 Q Serve(g_s), s 8.1 28.2 2.4 4.4 13.2 13.6 3.4 18.0 0.8 7.5 21.1 0.0 Cycle Q Clear(g_c), s 8.1 28.2 2.4 4.4 13.2 13.6 3.4 18.0 0.8 7.5 21.1 0.0 Prop In Lane 1.00 1.00 1.00 0.43 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 597 1048 465 220 314 302 314 1386 612 348 1531 676 V/C Ratio(X) 0.48 0.90 0.10 0.65 0.72 0.74 0.30 0.77 0.15 0.62 0.58 0.00 Avail Cap(c_a), veh/h 597 1098 487 220 420 404 360 1386 612 386 1531 676 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.0 37.3 28.2 50.3 42.7 42.9 18.1 9.4 2.2 18.6 23.8 17.8 Incr Delay (d2), s/veh 0.6 10.2 0.1 6.4 3.9 4.8 0.5 4.1 0.5 2.6 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 13.2 0.9 2.1 6.0 6.0 1.3 4.1 0.6 3.2 9.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.6 47.5 28.3 56.7 46.6 47.6 18.7 13.5 2.7 21.2 25.4 17.8 LnGrp LOS D D C E D D B B A C C B Approach Vol, veh/h 1279 590 1248 1112 Approach Delay, s/veh 45.5 49.4 13.1 24.6 Approach LOS D D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.2 52.4 11.0 37.4 13.7 47.9 24.0 24.4 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 8.0 42.0 6.0 33.0 12.0 38.0 14.0 * 25 Max Q Clear Time (g_c+I1), s 5.4 23.1 6.4 30.2 9.5 20.0 10.1 15.6 Green Ext Time (p_c), s 0.0 3.7 0.0 1.2 0.2 4.6 0.4 1.1 Intersection Summary HCM 6th Ctrl Delay 31.0 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Bkgrd AM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 48 11 39 16 44 19 31 Maximum Split (%) 10.9% 43.6% 10.0% 35.5% 14.5% 40.0% 17.3% 28.2% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 50 62 0 11 50 66 31 0 End Time (s) 62 0 11 50 66 0 50 31 Yield/Force Off (s) 58 104 6 44 62 104 45 25 Yield/Force Off 170(s) 58 84 6 28 62 90 45 8 Local Start Time (s) 50 62 0 11 50 66 31 0 Local Yield (s) 58 104 6 44 62 104 45 25 Local Yield 170(s) 58 84 6 28 62 90 45 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Long Bkgrd AM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 284 947 147 142 490 95 1063 211 216 895 63 v/c Ratio 0.49 0.91 0.26 0.67 0.74 0.35 0.85 0.32 0.82 0.65 0.09 Control Delay 45.0 50.6 7.3 66.7 44.3 15.0 38.9 7.0 48.7 29.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.0 50.6 7.3 66.7 44.3 15.0 38.9 7.0 48.7 29.9 0.2 Queue Length 50th (ft) 93 334 6 51 155 35 371 30 98 270 0 Queue Length 95th (ft) 144 #453 53 #93 203 52 #472 71 #222 342 0 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 581 1057 572 211 805 279 1244 651 270 1369 706 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.49 0.90 0.26 0.67 0.61 0.34 0.85 0.32 0.80 0.65 0.09 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Bkgrd PM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 210 560 145 270 920 280 275 1115 155 320 1240 210 Future Volume (veh/h) 210 560 145 270 920 280 275 1115 155 320 1240 210 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 221 589 40 284 968 270 289 1174 47 337 1305 108 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 259 1179 524 380 979 272 342 2162 958 440 2221 984 Arrive On Green 0.08 0.33 0.33 0.11 0.36 0.36 0.10 0.81 0.81 0.09 0.63 0.63 Sat Flow, veh/h 3456 3554 1578 3456 2731 759 1781 3554 1574 1781 3554 1574 Grp Volume(v), veh/h 221 589 40 284 628 610 289 1174 47 337 1305 108 Grp Sat Flow(s),veh/h/ln 1728 1777 1578 1728 1777 1712 1781 1777 1574 1781 1777 1574 Q Serve(g_s), s 7.6 15.9 2.1 9.6 42.1 42.6 7.7 13.5 0.9 8.2 26.1 3.3 Cycle Q Clear(g_c), s 7.6 15.9 2.1 9.6 42.1 42.6 7.7 13.5 0.9 8.2 26.1 3.3 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 259 1179 524 380 637 614 342 2162 958 440 2221 984 V/C Ratio(X) 0.85 0.50 0.08 0.75 0.99 0.99 0.85 0.54 0.05 0.77 0.59 0.11 Avail Cap(c_a), veh/h 259 1179 524 576 637 614 342 2162 958 440 2221 984 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.8 32.1 27.5 51.8 38.2 38.4 16.7 5.8 7.4 10.9 13.3 9.1 Incr Delay (d2), s/veh 23.0 0.3 0.1 3.0 32.3 34.5 17.5 1.0 0.1 7.9 1.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 6.7 0.8 4.3 23.5 23.2 5.9 3.6 0.3 3.8 10.3 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 77.8 32.4 27.5 54.8 70.5 72.9 34.2 6.8 7.5 18.8 14.5 9.3 LnGrp LOS E C C D E E C AABBA Approach Vol, veh/h 850 1522 1510 1750 Approach Delay, s/veh 44.0 68.5 12.0 15.0 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.0 81.0 17.2 44.8 14.0 79.0 14.0 48.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 8.0 41.0 19.0 31.0 10.0 39.0 8.0 * 42 Max Q Clear Time (g_c+I1), s 9.7 28.1 11.6 17.9 10.2 15.5 9.6 44.6 Green Ext Time (p_c), s 0.0 5.4 0.6 2.0 0.0 5.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 33.0 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Bkgrd PM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 47 24 37 14 45 13 48 Maximum Split (%) 10.0% 39.2% 20.0% 30.8% 11.7% 37.5% 10.8% 40.0% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 61 73 0 24 61 75 48 0 End Time (s) 73 0 24 61 75 0 61 48 Yield/Force Off (s) 69 114 19 55 71 114 56 42 Yield/Force Off 170(s) 69 94 19 39 71 100 56 25 Local Start Time (s) 61 73 0 24 61 75 48 0 Local Yield (s) 69 114 19 55 71 114 56 42 Local Yield 170(s) 69 94 19 39 71 100 56 25 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Long Bkgrd PM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 221 589 153 284 1263 289 1174 163 337 1305 221 v/c Ratio 0.89 0.58 0.27 0.63 1.05 1.51 1.03 0.27 1.54 1.09 0.35 Control Delay 90.1 39.1 6.6 55.0 78.2 276.5 71.1 6.1 289.6 91.6 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.1 39.1 6.6 55.0 78.2 276.5 71.1 6.1 289.6 91.6 9.9 Queue Length 50th (ft) 89 204 0 108 ~553 ~262 ~514 14 ~317 ~599 30 Queue Length 95th (ft) #162 276 51 149 #693 #441 #654 56 #506 #736 91 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 248 1016 568 553 1198 191 1140 601 219 1197 630 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.89 0.58 0.27 0.51 1.05 1.51 1.03 0.27 1.54 1.09 0.35 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Bkgrd AM 2: Shields Street & Hobbit Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 15 35 1265 5 15 1105 Future Vol, veh/h 15 35 1265 5 15 1105 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 16 37 1332 5 16 1163 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1949 669 0 0 1337 0 Stage 1 1335 ----- Stage 2 614 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 56 400 - - 512 - Stage 1 210 ----- Stage 2 502 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 54 400 - - 512 - Mov Cap-2 Maneuver 54 ----- Stage 1 210 ----- Stage 2 486 ----- Approach WB NB SB HCM Control Delay, s 39.6 0 0.2 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 54 400 512 - HCM Lane V/C Ratio - - 0.292 0.092 0.031 - HCM Control Delay (s) - - 97.2 14.9 12.3 - HCM Lane LOS - - F B B - HCM 95th %tile Q(veh) - - 1 0.3 0.1 - HCM 6th TWSC Long Bkgrd PM 2: Shields Street & Hobbit Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 50 1495 30 55 1590 Future Vol, veh/h 10 50 1495 30 55 1590 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 53 1574 32 58 1674 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2543 803 0 0 1606 0 Stage 1 1590 ----- Stage 2 953 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 22 326 - - 403 - Stage 1 153 ----- Stage 2 335 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 19 326 - - 403 - Mov Cap-2 Maneuver 19 ----- Stage 1 153 ----- Stage 2 287 ----- Approach WB NB SB HCM Control Delay, s 70.8 0 0.5 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 19 326 403 - HCM Lane V/C Ratio - - 0.554 0.161 0.144 - HCM Control Delay (s) - -$ 333.5 18.2 15.4 - HCM Lane LOS - - F C C - HCM 95th %tile Q(veh) - - 1.5 0.6 0.5 - Timing Report, Sorted By Phase Long Bkgrd AM 4: Shields Street & Stuart Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb am.syn Phase Number 1246 Movement NBL SBT EBL NBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 11 77 22 88 Maximum Split (%) 10.0% 70.0% 20.0% 80.0% Minimum Split (s) 11 23.5 18 22 Yellow Time (s) 3434 All-Red Time (s) 1222 Minimum Initial (s) 4 10 4 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 22 33 0 22 End Time (s) 33 0 22 0 Yield/Force Off (s) 29 104 17 104 Yield/Force Off 170(s) 29 94 17 104 Local Start Time (s) 22 33 0 22 Local Yield (s) 29 104 17 104 Local Yield 170(s) 29 94 17 104 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street Queues Long Bkgrd AM 4: Shields Street & Stuart Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb am.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 63 95 21 1274 1153 26 v/c Ratio 0.38 0.41 0.05 0.44 0.41 0.02 Control Delay 52.7 14.5 1.9 3.3 6.8 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.7 14.5 1.9 3.3 6.8 4.8 Queue Length 50th (ft) 43 0 2 96 97 1 Queue Length 95th (ft) 84 48 6 151 264 m7 Internal Link Dist (ft) 281 436 523 Turn Bay Length (ft) 150 150 130 80 Base Capacity (vph) 289 338 436 2918 2790 1251 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.22 0.28 0.05 0.44 0.41 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. Timing Report, Sorted By Phase Long Bkgrd PM 4: Shields Street & Stuart Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb pm.syn Phase Number 1246 Movement NBL SBT EBL NBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 14 86 20 100 Maximum Split (%) 11.7% 71.7% 16.7% 83.3% Minimum Split (s) 11 23.5 18 22 Yellow Time (s) 3434 All-Red Time (s) 1222 Minimum Initial (s) 4 10 4 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 20 34 0 20 End Time (s) 34 0 20 0 Yield/Force Off (s) 30 114 15 114 Yield/Force Off 170(s) 30 104 15 114 Local Start Time (s) 20 34 0 20 Local Yield (s) 30 114 15 114 Local Yield 170(s) 30 104 15 114 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street Queues Long Bkgrd PM 4: Shields Street & Stuart Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lb pm.syn Lane Group EBL EBR NBL NBT SBT SBR Lane Group Flow (vph) 74 74 105 1532 1595 89 v/c Ratio 0.44 0.34 0.38 0.52 0.61 0.08 Control Delay 58.8 15.3 5.6 4.0 19.1 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.8 15.3 5.6 4.0 19.1 8.0 Queue Length 50th (ft) 55 0 10 142 412 19 Queue Length 95th (ft) 102 45 22 217 m406 m22 Internal Link Dist (ft) 281 436 523 Turn Bay Length (ft) 150 150 130 80 Base Capacity (vph) 236 275 322 2938 2622 1183 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.31 0.27 0.33 0.52 0.61 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX F HCM 6th Signalized Intersection Summary Short Total AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 798 128 130 296 116 88 911 200 181 763 51 Future Volume (veh/h) 240 798 128 130 296 116 88 911 200 181 763 51 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 279 928 37 151 344 88 102 1059 106 210 887 1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 222222222222 Cap, veh/h 583 1000 444 240 482 121 325 1428 630 302 1551 685 Arrive On Green 0.17 0.28 0.28 0.07 0.17 0.17 0.06 0.40 0.40 0.09 0.44 0.44 Sat Flow, veh/h 3456 3554 1577 3456 2789 702 1781 3554 1568 1781 3554 1570 Grp Volume(v), veh/h 279 928 37 151 217 215 102 1059 106 210 887 1 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1714 1781 1777 1568 1781 1777 1570 Q Serve(g_s), s 8.0 27.9 1.9 4.7 12.7 13.0 3.6 27.9 2.6 7.2 20.6 0.0 Cycle Q Clear(g_c), s 8.0 27.9 1.9 4.7 12.7 13.0 3.6 27.9 2.6 7.2 20.6 0.0 Prop In Lane 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 583 1000 444 240 307 296 325 1428 630 302 1551 685 V/C Ratio(X) 0.48 0.93 0.08 0.63 0.71 0.73 0.31 0.74 0.17 0.70 0.57 0.00 Avail Cap(c_a), veh/h 583 1001 444 251 420 405 351 1428 630 315 1551 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.3 38.4 29.1 49.8 42.9 43.0 18.6 28.0 6.1 21.7 23.3 17.5 Incr Delay (d2), s/veh 0.6 14.2 0.1 4.7 3.3 4.1 0.5 3.5 0.6 6.2 1.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 13.7 0.7 2.2 5.8 5.8 1.5 12.0 1.8 3.4 8.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.9 52.6 29.2 54.5 46.2 47.1 19.1 31.5 6.6 28.0 24.8 17.5 LnGrp LOS DDCDDDBCACCB Approach Vol, veh/h 1244 583 1267 1098 Approach Delay, s/veh 49.5 48.7 28.5 25.4 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.4 53.0 11.6 36.0 13.2 49.2 23.6 24.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 7.0 45.0 7.0 30.0 10.0 42.0 12.0 * 25 Max Q Clear Time (g_c+I1), s 5.6 22.6 6.7 29.9 9.2 29.9 10.0 15.0 Green Ext Time (p_c), s 0.0 3.8 0.0 0.0 0.1 4.0 0.2 1.0 Intersection Summary HCM 6th Ctrl Delay 36.7 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 51 12 36 14 48 17 31 Maximum Split (%) 10.0% 46.4% 10.9% 32.7% 12.7% 43.6% 15.5% 28.2% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 53 89 103 72 41 End Time (s) 100 41 53 89 103 41 89 72 Yield/Force Off (s) 96 35 48 83 99 35 84 66 Yield/Force Off 170(s) 96 15 48 67 99 21 84 49 Local Start Time (s) 48 59 0 12 48 62 31 0 Local Yield (s) 55 104 7 42 58 104 43 25 Local Yield 170(s) 55 84 7 26 58 90 43 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 41 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Short Total AM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 279 928 149 151 479 102 1059 233 210 887 59 v/c Ratio 0.51 0.96 0.28 0.63 0.73 0.37 0.79 0.34 0.83 0.62 0.08 Control Delay 46.8 60.8 8.3 61.6 44.1 21.3 41.1 14.8 47.5 27.4 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.8 60.8 8.3 61.6 44.1 21.3 41.1 14.8 47.5 27.4 0.2 Queue Length 50th (ft) 93 340 8 54 152 36 340 32 83 254 0 Queue Length 95th (ft) 137 #436 50 85 186 86 465 133 #190 301 0 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 547 964 533 241 805 281 1337 687 253 1434 732 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.51 0.96 0.28 0.63 0.60 0.36 0.79 0.34 0.83 0.62 0.08 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Total PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 186 498 139 287 816 247 252 1008 156 283 1125 187 Future Volume (veh/h) 186 498 139 287 816 247 252 1008 156 283 1125 187 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 541 25 312 887 242 274 1096 56 308 1223 92 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, % 222222222222 Cap, veh/h 283 889 394 398 754 205 310 1418 626 360 1447 639 Arrive On Green 0.08 0.25 0.25 0.12 0.28 0.28 0.16 0.53 0.53 0.13 0.41 0.41 Sat Flow, veh/h 3456 3554 1576 3456 2742 747 1781 3554 1568 1781 3554 1569 Grp Volume(v), veh/h 202 541 25 312 574 555 274 1096 56 308 1223 92 Grp Sat Flow(s),veh/h/ln 1728 1777 1576 1728 1777 1712 1781 1777 1568 1781 1777 1569 Q Serve(g_s), s 6.8 16.2 1.5 10.5 33.0 33.0 11.1 29.4 1.6 11.9 37.3 4.4 Cycle Q Clear(g_c), s 6.8 16.2 1.5 10.5 33.0 33.0 11.1 29.4 1.6 11.9 37.3 4.4 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 283 889 394 398 489 471 310 1418 626 360 1447 639 V/C Ratio(X) 0.71 0.61 0.06 0.78 1.18 1.18 0.88 0.77 0.09 0.86 0.84 0.14 Avail Cap(c_a), veh/h 288 889 394 461 489 471 323 1418 626 387 1447 639 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 39.8 34.3 51.6 43.5 43.5 25.2 23.8 9.8 23.7 32.1 22.4 Incr Delay (d2), s/veh 7.9 1.2 0.1 7.5 98.7 100.4 23.1 4.1 0.3 16.2 6.2 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 3.2 7.1 0.6 4.9 27.6 26.8 6.1 11.2 0.8 6.4 17.0 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.6 41.0 34.4 59.1 142.2 143.9 48.3 28.0 10.1 39.8 38.4 22.9 LnGrp LOS E D C E F F D C B D D C Approach Vol, veh/h 768 1441 1426 1623 Approach Delay, s/veh 46.2 124.9 31.2 37.8 Approach LOS D F C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.2 53.9 17.8 35.0 18.1 52.9 14.8 38.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 14.0 44.0 15.0 26.0 16.0 42.0 9.0 * 32 Max Q Clear Time (g_c+I1), s 13.1 39.3 12.5 18.2 13.9 31.4 8.8 35.0 Green Ext Time (p_c), s 0.1 2.5 0.3 1.4 0.2 3.7 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 61.1 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 18 50 20 32 20 48 14 38 Maximum Split (%) 15.0% 41.7% 16.7% 26.7% 16.7% 40.0% 11.7% 31.7% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 60 110 10 42 62 28 110 End Time (s) 60 110 10 42 62 110 42 28 Yield/Force Off (s) 56 104 5 36 58 104 37 22 Yield/Force Off 170(s) 56 84 5 20 58 90 37 5 Local Start Time (s) 52 70 0 20 52 72 38 0 Local Yield (s) 66 114 15 46 68 114 47 32 Local Yield 170(s) 66 94 15 30 68 100 47 15 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 110 (92%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Short Total PM 47: Shields Street & Prospect Road City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 202 541 151 312 1155 274 1096 170 308 1223 203 v/c Ratio 0.73 0.69 0.32 0.74 1.25 0.99 0.89 0.27 1.01 0.95 0.31 Control Delay 69.8 47.7 7.9 61.3 157.4 86.0 48.6 10.7 88.0 53.2 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 47.7 7.9 61.3 157.4 86.0 48.6 10.7 88.0 53.2 7.7 Queue Length 50th (ft) 79 204 0 120 ~580 182 347 4 ~193 480 19 Queue Length 95th (ft) #131 267 54 170 #718 #346 #466 70 #380 #630 72 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 276 787 473 442 925 276 1225 634 305 1282 663 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.73 0.69 0.32 0.71 1.25 0.99 0.89 0.27 1.01 0.95 0.31 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Short Total PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm adj timing.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 186 498 139 267 816 247 252 1008 156 283 1125 187 Future Volume (veh/h) 186 498 139 267 816 247 252 1008 156 283 1125 187 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 541 35 290 887 243 274 1096 56 308 1223 89 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, % 222222222222 Cap, veh/h 283 1117 496 378 914 250 360 2097 929 433 2097 929 Arrive On Green 0.08 0.31 0.31 0.11 0.33 0.33 0.11 0.78 0.78 0.08 0.59 0.59 Sat Flow, veh/h 3456 3554 1577 3456 2741 750 1781 3554 1574 1781 3554 1574 Grp Volume(v), veh/h 202 541 35 290 575 555 274 1096 56 308 1223 89 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1714 1781 1777 1574 1781 1777 1574 Q Serve(g_s), s 6.8 14.8 1.9 9.8 38.2 38.4 7.4 13.5 1.1 8.2 25.8 2.9 Cycle Q Clear(g_c), s 6.8 14.8 1.9 9.8 38.2 38.4 7.4 13.5 1.1 8.2 25.8 2.9 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 283 1117 496 378 592 571 360 2097 929 433 2097 929 V/C Ratio(X) 0.71 0.48 0.07 0.77 0.97 0.97 0.76 0.52 0.06 0.71 0.58 0.10 Avail Cap(c_a), veh/h 288 1117 496 461 592 571 360 2097 929 433 2097 929 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 33.3 28.9 52.0 39.4 39.5 15.7 6.7 7.0 10.5 15.4 10.7 Incr Delay (d2), s/veh 7.9 0.3 0.1 6.2 29.5 30.6 9.2 0.9 0.1 5.4 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 6.3 0.7 4.5 21.1 20.5 4.1 3.8 0.3 3.6 10.4 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.6 33.6 28.9 58.2 68.9 70.1 25.0 7.7 7.1 15.8 16.6 10.9 LnGrp LOS E C C E E E C AABBB Approach Vol, veh/h 778 1420 1426 1620 Approach Delay, s/veh 40.7 67.2 11.0 16.1 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.0 76.7 17.1 42.7 13.0 76.7 14.8 45.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 9.0 42.0 15.0 33.0 9.0 42.0 9.0 * 39 Max Q Clear Time (g_c+I1), s 9.4 27.8 11.8 16.8 10.2 15.5 8.8 40.4 Green Ext Time (p_c), s 0.0 5.2 0.3 2.0 0.0 5.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 32.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Short Total PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm adj timing.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 13 48 20 39 13 48 14 45 Maximum Split (%) 10.8% 40.0% 16.7% 32.5% 10.8% 40.0% 11.7% 37.5% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 49 62 110 10 49 62 35 110 End Time (s) 62 110 10 49 62 110 49 35 Yield/Force Off (s) 58 104 5 43 58 104 44 29 Yield/Force Off 170(s) 58 84 5 27 58 90 44 12 Local Start Time (s) 59 72 0 20 59 72 45 0 Local Yield (s) 68 114 15 53 68 114 54 39 Local Yield 170(s) 68 94 15 37 68 100 54 22 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 110 (92%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Short Total PM 47: Shields Street & Prospect Road Adjusted City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm adj timing.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 202 541 151 290 1155 274 1096 170 308 1223 203 v/c Ratio 0.73 0.54 0.27 0.70 1.04 1.34 0.89 0.27 1.50 1.00 0.32 Control Delay 69.8 38.5 6.4 59.6 74.9 210.2 48.6 10.7 275.5 64.1 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 38.5 6.4 59.6 74.9 210.2 48.6 10.7 275.5 64.1 8.1 Queue Length 50th (ft) 79 187 0 111 ~496 ~232 347 4 ~282 494 20 Queue Length 95th (ft) #131 246 50 159 #634 #410 #466 70 #464 #654 74 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 276 995 558 442 1115 205 1225 634 205 1225 641 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.73 0.54 0.27 0.66 1.04 1.34 0.89 0.27 1.50 1.00 0.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Short Total AM 2: Shields Street & Hobbit Street City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 65 1134 10 24 994 Future Vol, veh/h 25 65 1134 10 24 994 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 28 72 1260 11 27 1104 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1872 636 0 0 1271 0 Stage 1 1266 ----- Stage 2 606 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 64 421 - - 542 - Stage 1 229 ----- Stage 2 507 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 61 421 - - 542 - Mov Cap-2 Maneuver 61 ----- Stage 1 229 ----- Stage 2 482 ----- Approach WB NB SB HCM Control Delay, s 40.5 0 0.3 HCM LOS E Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 61 421 542 - HCM Lane V/C Ratio - - 0.455 0.172 0.049 - HCM Control Delay (s) - - 106.1 15.3 12 - HCM Lane LOS - - F C B - HCM 95th %tile Q(veh) - - 1.8 0.6 0.2 - HCM 6th TWSC Short Total PM 2: Shields Street & Hobbit Street City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 21 68 1348 37 86 1439 Future Vol, veh/h 21 68 1348 37 86 1439 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 22 70 1390 38 89 1484 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2329 714 0 0 1428 0 Stage 1 1409 ----- Stage 2 920 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 31 374 - - 472 - Stage 1 192 ----- Stage 2 349 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 25 374 - - 472 - Mov Cap-2 Maneuver 25 ----- Stage 1 192 ----- Stage 2 283 ----- Approach WB NB SB HCM Control Delay, s 97.2 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 25 374 472 - HCM Lane V/C Ratio - - 0.866 0.187 0.188 - HCM Control Delay (s) - -$ 357.6 16.8 14.4 - HCM Lane LOS - - F C B - HCM 95th %tile Q(veh) - - 2.6 0.7 0.7 - HCM 6th Signalized Intersection Summary Short Total AM 4: Shields Street & Stuart Street/Site Access City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 58 0 91 14 0 31 21 1055 7 14 984 21 Future Volume (veh/h) 58 0 91 14 0 31 21 1055 7 14 984 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 65 0 1 16 0 1 24 1185 8 16 1106 8 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 161 0 108 161 0 108 424 2893 20 436 2824 1260 Arrive On Green 0.07 0.00 0.07 0.07 0.00 0.07 0.03 0.80 0.80 0.02 0.53 0.53 Sat Flow, veh/h 1416 0 1585 1416 0 1585 1781 3618 24 1781 3554 1585 Grp Volume(v), veh/h 65 0 1 16 0 1 24 582 611 16 1106 8 Grp Sat Flow(s),veh/h/ln 1416 0 1585 1416 0 1585 1781 1777 1866 1781 1777 1585 Q Serve(g_s), s 4.9 0.0 0.1 1.2 0.0 0.1 0.3 10.7 10.7 0.2 20.2 0.3 Cycle Q Clear(g_c), s 5.0 0.0 0.1 1.2 0.0 0.1 0.3 10.7 10.7 0.2 20.2 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 161 0 108 161 0 108 424 1421 1492 436 2824 1260 V/C Ratio(X) 0.40 0.00 0.01 0.10 0.00 0.01 0.06 0.41 0.41 0.04 0.39 0.01 Avail Cap(c_a), veh/h 271 0 231 271 0 231 504 1421 1492 524 2824 1260 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.1 0.0 47.8 48.4 0.0 47.8 3.7 3.3 3.3 2.4 10.0 5.3 Incr Delay (d2), s/veh 1.6 0.0 0.0 0.3 0.0 0.0 0.1 0.9 0.8 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.0 0.4 0.0 0.0 0.1 2.8 2.9 0.0 8.6 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.7 0.0 47.8 48.6 0.0 47.8 3.8 4.2 4.1 2.4 10.4 5.4 LnGrp LOS D A D D A D AAAABA Approach Vol, veh/h 66 17 1217 1130 Approach Delay, s/veh 51.7 48.6 4.1 10.3 Approach LOS D D A B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 92.4 11.5 5.5 92.9 11.5 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 5.0 Max Green Setting (Gmax), s 7.0 73.0 15.0 7.0 73.0 15.0 Max Q Clear Time (g_c+I1), s 2.3 22.2 7.0 2.2 12.7 3.2 Green Ext Time (p_c), s 0.0 5.2 0.1 0.0 4.7 0.0 Intersection Summary HCM 6th Ctrl Delay 8.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 4: Shields Street & Stuart Street/Site Access City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None None Max None Maximum Split (s) 11 79 20 11 79 20 Maximum Split (%) 10.0% 71.8% 18.2% 10.0% 71.8% 18.2% Minimum Split (s) 11 23.5 20 11 22 15 Yellow Time (s) 343343 All-Red Time (s) 122122 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 13 24 103 13 24 103 End Time (s) 24 103 13 24 103 13 Yield/Force Off (s) 20 97 8 20 97 8 Yield/Force Off 170(s) 20 87 8 20 97 8 Local Start Time (s) 20 31 0 20 31 0 Local Yield (s) 27 104 15 27 104 15 Local Yield 170(s) 27 94 15 27 104 15 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 103 (94%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street/Site Access Queues Short Total AM 4: Shields Street & Stuart Street/Site Access City Timing Landmark Apartments Expansion 11/02/2020 Synchro 11 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 65 102 16 35 24 1193 16 1106 24 v/c Ratio 0.45 0.29 0.14 0.10 0.06 0.43 0.04 0.41 0.02 Control Delay 55.5 2.1 45.7 0.6 2.3 5.7 0.6 4.8 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.5 2.1 45.7 0.6 2.3 5.7 0.6 4.8 0.6 Queue Length 50th (ft) 44 0 10 0 2 96 1 267 1 Queue Length 95th (ft) 84 0 31 0 8 232 m0 351 m2 Internal Link Dist (ft) 281 303 436 523 Turn Bay Length (ft) 150 70 130 150 80 Base Capacity (vph) 198 408 156 394 448 2748 425 2686 1216 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.33 0.25 0.10 0.09 0.05 0.43 0.04 0.41 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 4: Shields Street & Stuart Street/Site Access City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 67 0 71 14 0 31 100 1285 20 41 1336 83 Future Volume (veh/h) 67 0 71 14 0 31 100 1285 20 41 1336 83 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 76 0 1 16 0 1 114 1460 22 47 1518 75 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222222222222 Cap, veh/h 166 0 120 166 0 120 383 2801 42 347 2785 1242 Arrive On Green 0.08 0.00 0.08 0.08 0.00 0.08 0.04 0.78 0.78 0.07 1.00 1.00 Sat Flow, veh/h 1416 0 1585 1416 0 1585 1781 3584 54 1781 3554 1585 Grp Volume(v), veh/h 76 0 1 16 0 1 114 723 759 47 1518 75 Grp Sat Flow(s),veh/h/ln 1416 0 1585 1416 0 1585 1781 1777 1861 1781 1777 1585 Q Serve(g_s), s 6.3 0.0 0.1 1.3 0.0 0.1 1.5 18.0 18.0 0.6 0.0 0.0 Cycle Q Clear(g_c), s 6.4 0.0 0.1 1.3 0.0 0.1 1.5 18.0 18.0 0.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 166 0 120 166 0 120 383 1389 1454 347 2785 1242 V/C Ratio(X) 0.46 0.00 0.01 0.10 0.00 0.01 0.30 0.52 0.52 0.14 0.55 0.06 Avail Cap(c_a), veh/h 224 0 185 224 0 185 429 1389 1454 389 2785 1242 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.3 0.0 51.3 51.9 0.0 51.3 2.0 4.8 4.8 3.5 0.0 0.0 Incr Delay (d2), s/veh 2.0 0.0 0.0 0.2 0.0 0.0 0.4 1.4 1.3 0.2 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.0 0.5 0.0 0.0 0.4 5.4 5.6 0.1 0.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.2 0.0 51.4 52.2 0.0 51.4 2.5 6.2 6.2 3.7 0.8 0.1 LnGrp LOS E A D D A D AAAAAA Approach Vol, veh/h 77 17 1596 1640 Approach Delay, s/veh 56.2 52.1 5.9 0.8 Approach LOS E D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 99.0 13.1 8.2 98.8 13.1 Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 6.0 5.0 Max Green Setting (Gmax), s 7.0 85.0 13.0 6.0 85.0 13.0 Max Q Clear Time (g_c+I1), s 3.5 2.0 8.4 2.6 20.0 3.3 Green Ext Time (p_c), s 0.1 9.1 0.1 0.0 6.7 0.0 Intersection Summary HCM 6th Ctrl Delay 4.8 HCM 6th LOS A Timing Report, Sorted By Phase Short Total PM 4: Shields Street & Stuart Street/Site Access City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn 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 91 18 11 91 18 Maximum Split (%) 9.2% 75.8% 15.0% 9.2% 75.8% 15.0% Minimum Split (s) 11 23.5 18 11 22 15 Yellow Time (s) 343343 All-Red Time (s) 122222 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 58 69 40 58 69 40 End Time (s) 69 40 58 69 40 58 Yield/Force Off (s) 65 34 53 64 34 53 Yield/Force Off 170(s) 65 24 53 64 34 53 Local Start Time (s) 18 29 0 18 29 0 Local Yield (s) 25 114 13 24 114 13 Local Yield 170(s) 25 104 13 24 114 13 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 40 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street/Site Access Queues Short Total PM 4: Shields Street & Stuart Street/Site Access City Timing Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 76 81 16 35 114 1483 47 1518 94 v/c Ratio 0.56 0.29 0.14 0.12 0.39 0.56 0.16 0.58 0.08 Control Delay 67.1 4.1 50.8 0.9 5.7 8.0 1.1 1.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 67.1 4.1 50.8 0.9 5.7 8.0 1.1 1.5 0.1 Queue Length 50th (ft) 56 0 11 0 12 252 1 30 0 Queue Length 95th (ft) 105 8 33 0 22 302 m2 m39 m0 Internal Link Dist (ft) 281 315 436 523 Turn Bay Length (ft) 150 100 130 150 80 Base Capacity (vph) 159 301 139 307 301 2660 299 2610 1184 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.48 0.27 0.12 0.11 0.38 0.56 0.16 0.58 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX G HCM 6th Signalized Intersection Summary Long Total AM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 270 900 145 145 335 130 100 1035 225 205 860 60 Future Volume (veh/h) 270 900 145 145 335 130 100 1035 225 205 860 60 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 284 947 50 153 353 95 105 1089 116 216 905 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 597 1048 465 220 487 129 315 1386 612 338 1518 677 Arrive On Green 0.17 0.29 0.29 0.06 0.18 0.18 0.12 0.78 0.78 0.10 0.43 0.00 Sat Flow, veh/h 3456 3554 1577 3456 2755 729 1781 3554 1568 1781 3554 1585 Grp Volume(v), veh/h 284 947 50 153 226 222 105 1089 116 216 905 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1708 1781 1777 1568 1781 1777 1585 Q Serve(g_s), s 8.1 28.2 2.5 4.8 13.2 13.6 3.8 19.1 1.1 7.5 21.5 0.0 Cycle Q Clear(g_c), s 8.1 28.2 2.5 4.8 13.2 13.6 3.8 19.1 1.1 7.5 21.5 0.0 Prop In Lane 1.00 1.00 1.00 0.43 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 597 1048 465 220 314 302 315 1386 612 338 1518 677 V/C Ratio(X) 0.48 0.90 0.11 0.70 0.72 0.74 0.33 0.79 0.19 0.64 0.60 0.00 Avail Cap(c_a), veh/h 597 1098 487 220 420 404 353 1386 612 376 1518 677 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 41.0 37.3 28.2 50.5 42.7 42.9 18.1 9.5 2.2 19.1 24.2 0.0 Incr Delay (d2), s/veh 0.6 10.2 0.1 9.2 3.9 4.8 0.6 4.5 0.7 3.1 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 13.2 1.0 2.3 6.0 6.0 1.5 4.2 0.8 3.3 9.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.6 47.5 28.3 59.6 46.6 47.6 18.7 14.0 2.9 22.2 26.0 0.0 LnGrp LOS D D C E D D B B A C C A Approach Vol, veh/h 1281 601 1310 1121 Approach Delay, s/veh 45.5 50.3 13.4 25.2 Approach LOS D D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.6 52.0 11.0 37.4 13.7 47.9 24.0 24.4 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 8.0 42.0 6.0 33.0 12.0 38.0 14.0 * 25 Max Q Clear Time (g_c+I1), s 5.8 23.5 6.8 30.2 9.5 21.1 10.1 15.6 Green Ext Time (p_c), s 0.0 3.7 0.0 1.3 0.2 4.7 0.4 1.1 Intersection Summary HCM 6th Ctrl Delay 31.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total AM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 48 11 39 16 44 19 31 Maximum Split (%) 10.9% 43.6% 10.0% 35.5% 14.5% 40.0% 17.3% 28.2% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 50 62 0 11 50 66 31 0 End Time (s) 62 0 11 50 66 0 50 31 Yield/Force Off (s) 58 104 6 44 62 104 45 25 Yield/Force Off 170(s) 58 84 6 28 62 90 45 8 Local Start Time (s) 50 62 0 11 50 66 31 0 Local Yield (s) 58 104 6 44 62 104 45 25 Local Yield 170(s) 58 84 6 28 62 90 45 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Long Total AM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 284 947 153 153 490 105 1089 237 216 905 63 v/c Ratio 0.49 0.91 0.27 0.73 0.74 0.39 0.88 0.36 0.82 0.66 0.09 Control Delay 45.0 50.6 7.2 70.6 44.3 15.9 38.0 6.0 48.7 30.1 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.0 50.6 7.2 70.6 44.3 15.9 38.0 6.0 48.7 30.1 0.2 Queue Length 50th (ft) 93 334 6 55 155 37 384 38 98 274 0 Queue Length 95th (ft) 144 #453 53 #103 203 32 #509 44 #222 346 0 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 581 1057 576 211 805 275 1244 651 270 1367 706 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.49 0.90 0.27 0.73 0.61 0.38 0.88 0.36 0.80 0.66 0.09 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary Long Total PM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 210 560 155 300 920 280 285 1140 175 320 1270 210 Future Volume (veh/h) 210 560 155 300 920 280 285 1140 175 320 1270 210 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1870 1870 1870 1870 1870 1796 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 221 589 43 316 968 270 300 1200 68 337 1337 108 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 259 1147 509 411 979 272 334 2162 958 428 2221 984 Arrive On Green 0.08 0.32 0.32 0.12 0.36 0.36 0.10 0.81 0.81 0.09 0.63 0.63 Sat Flow, veh/h 3456 3554 1578 3456 2731 759 1781 3554 1574 1781 3554 1574 Grp Volume(v), veh/h 221 589 43 316 628 610 300 1200 68 337 1337 108 Grp Sat Flow(s),veh/h/ln 1728 1777 1578 1728 1777 1712 1781 1777 1574 1781 1777 1574 Q Serve(g_s), s 7.6 16.1 2.3 10.6 42.1 42.6 8.0 14.0 1.3 8.2 27.1 3.3 Cycle Q Clear(g_c), s 7.6 16.1 2.3 10.6 42.1 42.6 8.0 14.0 1.3 8.2 27.1 3.3 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 259 1147 509 411 637 614 334 2162 958 428 2221 984 V/C Ratio(X) 0.85 0.51 0.08 0.77 0.99 0.99 0.90 0.56 0.07 0.79 0.60 0.11 Avail Cap(c_a), veh/h 259 1147 509 576 637 614 334 2162 958 428 2221 984 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.8 33.0 28.3 51.3 38.2 38.4 18.0 5.8 7.5 12.0 13.5 9.1 Incr Delay (d2), s/veh 23.0 0.4 0.1 4.1 32.3 34.5 25.7 1.0 0.1 9.4 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 6.9 0.9 4.8 23.5 23.2 7.3 3.7 0.4 4.1 10.7 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 77.8 33.4 28.4 55.3 70.5 72.9 43.7 6.9 7.6 21.4 14.7 9.3 LnGrp LOS E C C E E E D A A C B A Approach Vol, veh/h 853 1554 1568 1782 Approach Delay, s/veh 44.6 68.4 13.9 15.7 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.0 81.0 18.3 43.7 14.0 79.0 14.0 48.0 Change Period (Y+Rc), s 4.0 6.0 5.0 6.0 4.0 6.0 6.0 * 6 Max Green Setting (Gmax), s 8.0 41.0 19.0 31.0 10.0 39.0 8.0 * 42 Max Q Clear Time (g_c+I1), s 10.0 29.1 12.6 18.1 10.2 16.0 9.6 44.6 Green Ext Time (p_c), s 0.0 5.3 0.6 2.0 0.0 5.6 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 33.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Timing Report, Sorted By Phase Long Total PM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 47 24 37 14 45 13 48 Maximum Split (%) 10.0% 39.2% 20.0% 30.8% 11.7% 37.5% 10.8% 40.0% Minimum Split (s) 11 34 11 29 11 34 11 30 Yellow Time (s) 34343434 All-Red Time (s) 12221222 Minimum Initial (s) 4 10 4 10 4 10 4 10 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) 20 16 14 17 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 61 73 0 24 61 75 48 0 End Time (s) 73 0 24 61 75 0 61 48 Yield/Force Off (s) 69 114 19 55 71 114 56 42 Yield/Force Off 170(s) 69 94 19 39 71 100 56 25 Local Start Time (s) 61 73 0 24 61 75 48 0 Local Yield (s) 69 114 19 55 71 114 56 42 Local Yield 170(s) 69 94 19 39 71 100 56 25 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 47: Shields Street & Prospect Road Queues Long Total PM 47: Shields Street & Prospect Road Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 221 589 163 316 1263 300 1200 184 337 1337 221 v/c Ratio 0.89 0.59 0.29 0.67 1.05 1.57 1.05 0.31 1.54 1.12 0.35 Control Delay 90.1 40.0 6.8 55.6 78.2 301.6 73.9 5.0 289.6 101.3 9.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.1 40.0 6.8 55.6 78.2 301.6 73.9 5.0 289.6 101.3 9.9 Queue Length 50th (ft) 89 207 1 120 ~553 ~270 ~537 35 ~317 ~626 30 Queue Length 95th (ft) #162 276 54 165 #693 #454 #675 48 #506 #763 91 Internal Link Dist (ft) 5223 2455 583 829 Turn Bay Length (ft) 250 215 360 295 90 275 230 Base Capacity (vph) 248 992 564 553 1198 191 1140 601 219 1197 630 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.89 0.59 0.29 0.57 1.05 1.57 1.05 0.31 1.54 1.12 0.35 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC Long Total AM 2: Shields Street & Hobbit Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 65 1295 10 25 1120 Future Vol, veh/h 25 65 1295 10 25 1120 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 26 68 1363 11 26 1179 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2011 687 0 0 1374 0 Stage 1 1369 ----- Stage 2 642 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 51 389 - - 495 - Stage 1 201 ----- Stage 2 486 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 48 389 - - 495 - Mov Cap-2 Maneuver 48 ----- Stage 1 201 ----- Stage 2 460 ----- Approach WB NB SB HCM Control Delay, s 52.9 0 0.3 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 48 389 495 - HCM Lane V/C Ratio - - 0.548 0.176 0.053 - HCM Control Delay (s) - - 148.2 16.2 12.7 - HCM Lane LOS - - F C B - HCM 95th %tile Q(veh) - - 2.1 0.6 0.2 - HCM 6th TWSC Long Total PM 2: Shields Street & Hobbit Street Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 5.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 20 70 1530 40 85 1630 Future Vol, veh/h 20 70 1530 40 85 1630 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - 80 - 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 21 74 1611 42 89 1716 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2668 827 0 0 1653 0 Stage 1 1632 ----- Stage 2 1036 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver ~ 18 315 - - 386 - Stage 1 145 ----- Stage 2 303 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 14 315 - - 386 - Mov Cap-2 Maneuver ~ 14 ----- Stage 1 145 ----- Stage 2 233 ----- Approach WB NB SB HCM Control Delay, s 195 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 14 315 386 - HCM Lane V/C Ratio - - 1.504 0.234 0.232 - HCM Control Delay (s) - -$ 807.8 19.9 17.1 - HCM Lane LOS - - F C C - HCM 95th %tile Q(veh) - - 3.3 0.9 0.9 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Long Total AM 4: Shields Street & Stuart Street/Site Access Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 0 90 15 0 30 20 1215 10 15 1105 25 Future Volume (veh/h) 60 0 90 15 0 30 20 1215 10 15 1105 25 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 63 0 1 16 0 1 21 1279 10 16 1163 12 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 159 0 106 159 0 106 490 2862 22 397 2835 1265 Arrive On Green 0.07 0.00 0.07 0.07 0.00 0.07 0.03 0.79 0.79 0.05 1.00 1.00 Sat Flow, veh/h 1416 0 1585 1416 0 1585 1781 3614 28 1781 3554 1585 Grp Volume(v), veh/h 63 0 1 16 0 1 21 629 660 16 1163 12 Grp Sat Flow(s),veh/h/ln 1416 0 1585 1416 0 1585 1781 1777 1865 1781 1777 1585 Q Serve(g_s), s 4.8 0.0 0.1 1.2 0.0 0.1 0.2 12.5 12.5 0.2 0.0 0.0 Cycle Q Clear(g_c), s 4.8 0.0 0.1 1.2 0.0 0.1 0.2 12.5 12.5 0.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 159 0 106 159 0 106 490 1407 1477 397 2835 1265 V/C Ratio(X) 0.40 0.00 0.01 0.10 0.00 0.01 0.04 0.45 0.45 0.04 0.41 0.01 Avail Cap(c_a), veh/h 296 0 259 296 0 259 573 1407 1477 485 2835 1265 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.2 0.0 47.9 48.5 0.0 47.9 1.8 3.7 3.7 2.6 0.0 0.0 Incr Delay (d2), s/veh 1.6 0.0 0.0 0.3 0.0 0.0 0.0 1.0 1.0 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.0 0.4 0.0 0.0 0.1 3.3 3.5 0.0 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.8 0.0 48.0 48.8 0.0 48.0 1.9 4.7 4.7 2.6 0.4 0.0 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 64 17 1310 1191 Approach Delay, s/veh 51.7 48.7 4.6 0.5 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 92.8 11.3 6.5 92.1 11.3 Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 6.0 5.0 Max Green Setting (Gmax), s 7.0 71.0 17.0 7.0 70.0 17.0 Max Q Clear Time (g_c+I1), s 2.2 2.0 6.8 2.2 14.5 3.2 Green Ext Time (p_c), s 0.0 5.6 0.1 0.0 5.3 0.0 Intersection Summary HCM 6th Ctrl Delay 4.2 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 4: Shields Street & Stuart Street/Site Access Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn 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 77 22 12 76 22 Maximum Split (%) 10.0% 70.0% 20.0% 10.9% 69.1% 20.0% Minimum Split (s) 11 23.5 18 11 22 15 Yellow Time (s) 343343 All-Red Time (s) 122222 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 22 33 0 22 34 0 End Time (s) 33 0 22 34 0 22 Yield/Force Off (s) 29 104 17 29 104 17 Yield/Force Off 170(s) 29 94 17 29 104 17 Local Start Time (s) 22 33 0 22 34 0 Local Yield (s) 29 104 17 29 104 17 Local Yield 170(s) 29 94 17 29 104 17 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street/Site Access Queues Long Total AM 4: Shields Street & Stuart Street/Site Access Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 63 95 16 32 21 1290 16 1163 26 v/c Ratio 0.45 0.28 0.14 0.10 0.05 0.47 0.04 0.42 0.02 Control Delay 55.2 2.1 45.5 0.6 2.4 6.2 4.1 7.4 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.2 2.1 45.5 0.6 2.4 6.2 4.1 7.4 2.0 Queue Length 50th (ft) 42 0 10 0 2 106 2 102 0 Queue Length 95th (ft) 83 0 31 0 7 274 m6 272 m1 Internal Link Dist (ft) 281 315 436 523 Turn Bay Length (ft) 150 100 130 150 80 Base Capacity (vph) 224 420 184 401 436 2740 379 2753 1245 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.28 0.23 0.09 0.08 0.05 0.47 0.04 0.42 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 4: Shields Street & Stuart Street/Site Access Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 0 70 15 0 35 100 1465 20 40 1525 85 Future Volume (veh/h) 70 0 70 15 0 35 100 1465 20 40 1525 85 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 74 0 1 16 0 1 105 1542 20 42 1605 71 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 164 0 117 164 0 117 364 2817 37 324 2791 1245 Arrive On Green 0.07 0.00 0.07 0.07 0.00 0.07 0.04 0.78 0.78 0.04 1.00 1.00 Sat Flow, veh/h 1416 0 1585 1416 0 1585 1781 3592 47 1781 3554 1585 Grp Volume(v), veh/h 74 0 1 16 0 1 105 762 800 42 1605 71 Grp Sat Flow(s),veh/h/ln 1416 0 1585 1416 0 1585 1781 1777 1862 1781 1777 1585 Q Serve(g_s), s 6.1 0.0 0.1 1.3 0.0 0.1 1.3 19.5 19.5 0.5 0.0 0.0 Cycle Q Clear(g_c), s 6.2 0.0 0.1 1.3 0.0 0.1 1.3 19.5 19.5 0.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 164 0 117 164 0 117 364 1393 1460 324 2791 1245 V/C Ratio(X) 0.45 0.00 0.01 0.10 0.00 0.01 0.29 0.55 0.55 0.13 0.58 0.06 Avail Cap(c_a), veh/h 248 0 211 248 0 211 455 1393 1460 369 2791 1245 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.3 0.0 51.5 52.1 0.0 51.5 2.0 4.9 4.9 3.8 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.3 0.0 0.0 0.4 1.5 1.5 0.2 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.0 0.5 0.0 0.0 0.3 5.8 6.0 0.1 0.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.3 0.0 51.5 52.3 0.0 51.5 2.4 6.4 6.4 4.0 0.9 0.1 LnGrp LOS E A D D A D AAAAAA Approach Vol, veh/h 75 17 1667 1718 Approach Delay, s/veh 56.2 52.3 6.2 0.9 Approach LOS E D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.9 99.2 12.9 8.0 99.1 12.9 Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 6.0 5.0 Max Green Setting (Gmax), s 10.0 80.0 15.0 6.0 83.0 15.0 Max Q Clear Time (g_c+I1), s 3.3 2.0 8.2 2.5 21.5 3.3 Green Ext Time (p_c), s 0.1 10.1 0.1 0.0 7.4 0.0 Intersection Summary HCM 6th Ctrl Delay 4.9 HCM 6th LOS A Timing Report, Sorted By Phase Long Total PM 4: Shields Street & Stuart Street/Site Access Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn 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) 14 86 20 11 89 20 Maximum Split (%) 11.7% 71.7% 16.7% 9.2% 74.2% 16.7% Minimum Split (s) 11 23.5 18 11 22 15 Yellow Time (s) 343343 All-Red Time (s) 122222 Minimum Initial (s) 4 10 4 4 10 4 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 Flash Dont Walk (s) 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 20 34 0 20 31 0 End Time (s) 34 0 20 31 0 20 Yield/Force Off (s) 30 114 15 26 114 15 Yield/Force Off 170(s) 30 104 15 26 114 15 Local Start Time (s) 20 34 0 20 31 0 Local Yield (s) 30 114 15 26 114 15 Local Yield 170(s) 30 104 15 26 114 15 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Shields Street & Stuart Street/Site Access Queues Long Total PM 4: Shields Street & Stuart Street/Site Access Landmark Apartments Expansion 11/03/2020 Synchro 11 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 74 74 16 37 105 1563 42 1605 89 v/c Ratio 0.52 0.28 0.12 0.13 0.38 0.59 0.15 0.62 0.08 Control Delay 63.7 4.5 49.2 1.0 6.1 8.8 5.5 19.7 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.7 4.5 49.2 1.0 6.1 8.8 5.5 19.7 7.2 Queue Length 50th (ft) 55 0 11 0 11 274 10 418 15 Queue Length 95th (ft) 104 13 33 0 23 370 m14 m407 m18 Internal Link Dist (ft) 281 315 436 523 Turn Bay Length (ft) 150 100 130 150 80 Base Capacity (vph) 182 313 167 322 319 2643 276 2587 1174 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.41 0.24 0.10 0.11 0.33 0.59 0.15 0.62 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX H Spring Creek Trail Prospect Hobbit Shields Stuart Lake Sheely SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 Pedestrian LOS Worksheet Project Location Classification: Other 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 Neighborhood to the east of the site Residential Minimum C C C C C 1 Actual A C A B A Proposed A C A B A Neighborhood to the north of the site Residential Minimum C C C C C 2 Actual B C A B A Proposed B C A B A Neighborhood to the northwest of the site Residential Minimum C C C C C 3 Actual A C A B A Proposed A C A B A Commercial area to the west of the site Commercial Minimum C C C C C 4 Actual A C A B A Proposed A C A B A Commercial area to the southwest of the site Commercial Minimum C C C C C 5 Actual A C A B A Proposed A C A B A Neighborhood to the south of the site Residential Minimum C C C C C 6 Actual A C A B A Proposed A C A B A Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Spring Creek Trail Prospect Hobbit Shields Stuart Lake Sheely SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES The Quarry by Watermark TIS, November 2020 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 Commercial area to the 1 northwest of the site Commercial B B B Commercial area to the 2 west of the site Commercial B B B 3 4