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HomeMy WebLinkAboutRENNAT SUBDIVISION - PDP190011 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Rennat Property TIS, July 2019 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ....................................................................................................... 8 Bicycle Facilities ............................................................................................................ 11 Transit Facilities ............................................................................................................ 11 III. PROPOSED DEVELOPMENT ............................................................................... 12 Trip Generation ............................................................................................................. 12 Trip Distribution ............................................................................................................. 12 Background Traffic Projections ..................................................................................... 12 Trip Assignment ............................................................................................................ 18 Signal Warrants ............................................................................................................. 18 Geometry ...................................................................................................................... 23 Operation Analysis ........................................................................................................ 23 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 35 Transit Level of Service ................................................................................................. 35 IV. CONCLUSIONS .................................................................................................... 36 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 9 2. Trip Generation ....................................................................................................... 14 3. Short Range (2024) Background Peak Hour Operation .......................................... 26 4. Long Range (2040) Background Peak Hour Operation ........................................... 29 5. Short Range (2024) Total Peak Hour Operation ..................................................... 31 6. Long Range (2040) Total Peak Hour Operation ...................................................... 33 DELICH Rennat Property TIS, July 2019 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 13 6. Trip Distribution ....................................................................................................... 15 7. Short Range (2024) Background Peak Hour Traffic ................................................ 16 8. Long Range (2040) Background Peak Hour Traffic................................................. 17 9. Short Range (2024) Site Generated Peak Hour Traffic ........................................... 19 10. Long Range (2040) Site Generated Peak Hour Traffic ............................................ 20 11. Short Range (2024) Total Peak Hour Traffic ........................................................... 21 12. Long Range (2040) Total Peak Hour Traffic ............................................................ 22 13. Short Range (2024) Geometry ................................................................................ 24 14. Long Range (2040) Geometry ................................................................................. 25 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Signal Warrant Data E. Short Range (2024) Background Peak Hour Operation F. Long Range (2040) Background Peak Hour Operation G. Short Range (2024) Total Peak Hour Operation H. Long Range (2040) Total Peak Hour Operation I. Pedestrian/Bicycle Maps and Level of Service Worksheets DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Rennat Property. The proposed Rennat Property is located on the west side of Timberline Road and south of Kechter Road-Willow Springs Way in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Post Modern Development), project planning consultant (TB Group), the project engineer (Northern Engineering), and the City of Fort Collins Traffic Operations Engineer. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. 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 Rennat Property TIS, July 2019 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Rennat Property is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential, institutional (school), or open. There are residential uses to the east and north of the site. Bacon Elementary is to the east of the site. Kechter Farms (a residential use) to the east of the site and is nearly built out. The center of Fort Collins lies to the northwest of the proposed Rennat Property site. Streets The primary streets near the Rennat Property site are Timberline Road, Trilby Road, Fossil Creek Parkway, Zephyr Road, and Kechter Road. Figure 2 shows the current geometry at the key intersections. Timberline Road is east of (adjacent to) the proposed Rennat Property site. It is a north-south street classified as a four-lane arterial street, north of Trilby Road and a two-lane arterial street, south of Trilby Road on the Fort Collins Master Street Plan. Currently, Timberline Road has a two-lane cross section (with center lane) in this area. At the Timberline/Trilby intersection, Timberline Road has northbound and southbound left-turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. The Timberline/Trilby intersection has signal control. At the Timberline/Fossil Creek intersection, Timberline Road has northbound and southbound left-turn lanes (two-way continuous left-turn lanes), a northbound through/right-turn lane, a southbound through lane, and a southbound right-turn lane. At the Timberline/Rosen intersection, Timberline Road has a northbound left-turn lane (two-way continuous left- turn lane), one through lane in each direction, and a southbound right-turn lane. At the Timberline/Zephyr intersection, Timberline Road has a southbound left-turn lane, one through lane in each direction, and a northbound right-turn lane. The Timberline/Fossil Creek, Timberline/Rosen, and Timberline/Zephyr intersections have stop sign control on the minor streets. At the Timberline/Kechter-Willow Springs intersection, Timberline Road has northbound and southbound left-turn lanes, one through lane in each direction, and northbound and southbound right-turn lanes. The Timberline/Kechter- Willow Springs intersection has signal control. The posted speed limit on Timberline Road is 40 mph in this area. Trilby Road is south of the proposed Rennat Property site. It is an east-west street classified as a four-lane arterial, west of Timberline Road and a collector street, east of Timberline Road on the Fort Collins Master Street Plan. Currently, Trilby Road has a two-lane cross section. At the Timberline/Trilby intersection, Trilby Road has Parcel C Harmony Timberline Kechter Trilby Fossil Creek Rosen Zephyr 392 Lemay Ziegler SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 4 Trilby Rosen Willow Springs Kechter Fossil Creek Timberline Zephyr STOP STOP STOP STOP - Denotes Lane _ Two-way Continuous Left-turn Lane DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 5 eastbound and westbound left-turn lanes and a through/right-turn lane in each direction. The posted speed limit on Trilby Road is 40 mph, west of Timberline Road and 25 mph, east of Timberline Road. Fossil Creek Parkway is south of the proposed Rennat Property site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Fossil Creek Parkway has a two-lane cross section. At the Timberline/Fossil Creek intersection, Fossil Creek Parkway has all westbound movements combined into a single lane. The west leg (eastbound) of Fossil Creek Parkway is wide enough that right-turning vehicles bypass the through/left-turning vehicles. There is a pedestrian signal at this intersection. Zephyr Road is east of the proposed Rennat Property site. It is an east-west street classified as a two-lane collector street on the Fort Collins Master Street Plan. Currently, Zephyr Road has a two-lane cross section. Zephyr Road only has an east leg at the Timberline/Zephyr intersection. At the Timberline/Zephyr intersection, Zephyr Road has a westbound left-turn lane and a westbound right-turn lane. The posted speed limit on Zephyr Road is 25 mph. Kechter Road-Willow Springs Way is north of the proposed Rennat Property site. Kechter Road is an east-west street classified as a two-lane arterial east of Timberline Road on the Fort Collins Master Street Plan. Currently, Kechter Road has a two-lane cross section. At the Timberline/Kechter-Willow Springs intersection, Kechter Road- Willow Springs Way has eastbound and westbound left-turn lanes, one through lane in each direction, and a westbound right-turn lane. The posted speed limit on Kechter Road is 40 mph. Existing Traffic Recent peak hour traffic volumes at the Timberline/Trilby, Timberline/Fossil Creek, Timberline/Rosen, Timberline/Zephyr, and Timberline/Kechter-Willow Springs intersections are shown in Figure 3. The counts at the Timberline/Trilby and Timberline/ Kechter-Willow Springs intersections were obtained in June 2017. The counts at the Timberline/Fossil Creek, Timberline/Rosen, and Timberline/Zephyr intersections were obtained in May 2019. Raw traffic count data is provided in Appendix B. Since the counts were collected on different days, the volumes at the Timberline/Fossil Creek, Timberline/Rosen, and Timberline/Zephyr intersections were averaged/balanced and are shown in Figure 4. Traffic volumes at the Timberline/Trilby and Timberline/Kechter- Willow Springs intersections were adjusted to reflect the more recent counts at the other key intersections. Existing Operation The Timberline/Trilby, Timberline/Fossil Creek, Timberline/Rosen, Timberline/ Zephyr, and Timberline/Kechter-Willow Springs intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6 th Edition. Using the AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 6 Trilby Rosen 11/63 612/1156 4/14 1003/857 53/30 22/8 Willow Springs Kechter 12/19 790/664 147/128 39/22 16/12 28/28 177/121 5/34 79/225 54/120 424/877 12/28 Fossil Creek 0/1 16/33 899/756 3/19 44/29 0/1 73/23 53/26 12/6 15/48 622/935 18/44 57/85 466/487 24/32 279/225 59/67 65/80 4/12 55/82 59/45 5/7 362/613 172/371 Zephyr 600/1200 57/89 1025/856 31/31 133/65 23/19 AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 7 Trilby Rosen 11/63 618/1083 4/14 981/830 53/30 22/8 Willow Springs Kechter 12/19 970/719 180/140 39/22 16/12 28/28 205/129 5/34 106/243 62/130 567/948 12/28 Fossil Creek 16/33 888/789 3/19 44/29 0/1 73/23 53/26 0/1 12/6 15/48 607/999 18/44 65/86 554/569 27/35 332/263 65/73 71/87 5/14 62/83 67/47 6/7 458/620 218/376 Zephyr 606/1127 57/89 1003/829 31/31 133/65 DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 8 morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service E overall. At arterial/local unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service D overall. 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 in urban areas. The key intersections currently meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours, except for the eastbound left-turn at the Timberline/Trilby intersection in the afternoon peak hour. Adjustments to the City’s current signal timing resulted in acceptable operation of the intersection with regard to delay (EB left-turn: 66.9 seconds = LOS E). This operation is also shown in Table 1. It is important to note that at the Timberline/Trilby intersection, the eastbound left- turn volume exceeds the 300+ vehicles per hour “rule of thumb” that would require dual left-turn lanes. However, the operation of the Timberline/Trilby intersection meets the Fort Collins operational criteria with a single eastbound left-turn lane. Over a number of years, Delich Associates has conducted research comparing the calculated delay (measure of Level of Service (LOS)) and observed delay at stop sign controlled intersections. This was applied to the minor (stop sign controlled) movements (left turns and right turns) at both four-leg intersections and three-leg intersections. That research indicated that an intersection where delay to the minor street movements were relatively short (LOS A, B, C), the calculated delay reasonably matched the observed delay. However, when the major street traffic increased substantially (>1500 vph), the calculated delay to the minor street movements (using the HCM techniques) were longer than the observed delays. This research was conducted using LOS techniques in the 2000 Highway Capacity Manual. Comparisons have not yet been extended to the 2016 Highway Capacity Manual techniques in a rigorous fashion. However, casual comparisons indicate that the differences may be similar. This information is provided to the reviewer in consideration of drawing conclusions based upon the LOS and calculated delay at the Timberline/Fossil Creek, Timberline/Rosen, and Timberline/ Zephyr intersections. Pedestrian Facilities There are sidewalks along the east side of Timberline Road (between Trilby Road and Zephyr Road), along Zephyr Road, along Fossil Creek Parkway, along Trilby Road (east of Timberline), and the west side of Timberline Road (near the Timberline/ DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 9 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (63.1 secs) F (89.8 secs) EB T/RT C D EB APPROACH E (55.7 secs) E (74.2 secs) WB LT D D WB T/RT D E (58.4 secs) WB APPROACH D E (56.9 secs) NB LT B A NB T B B NB RT A A NB APPROACH B B SB LT B A SB T B B SB RT B A SB APPROACH B B OVERALL C C Timberline/Trilby (signal with adjusted timing) EB LT N/A E (66.9 secs) EB T/RT D EB APPROACH E (58.0 secs) WB LT D WB T/RT E (58.4 secs) WB APPROACH E (56.9 secs) NB LT B NB T B NB RT A NB APPROACH B SB LT A SB T B SB RT B SB APPROACH B OVERALL C Continued on next page DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 10 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Fossil Creek (stop sign) EB LT/T F (288.0 secs) F (359.8 secs) EB RT B C EB APPROACH F (117.6 secs) F (212.2 secs) WB LT/T/RT F (50.8 secs) F (51.2 secs) NB LT A B SB LT B A OVERALL A A Timberline/Rosen (stop sign) EB LT/RT F (133.9 secs) F (99.5 secs) NB LT A B OVERALL A A Timberline/Zephyr (stop sign) WB LT F (118.8 secs) F (178.2 secs) WB RT E (47.6 secs) C WB APPROACH F (58.1 secs) F (54.2 secs) SB LT B B OVERALL A A Timberline/Kechter-Willow Springs (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT B B SB T A C SB RT A A SB APPROACH A C OVERALL B C DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 11 Rosen intersection). There are also sidewalks along Timberline Road, south of Kechter Road, extending for approximately 500 feet on the east side and approximately 1,100 feet on the west side of Timberline Road. North of Kechter Road, there are sidewalks along Timberline Road extending for approximately 550 feet on the east side and extending to Harmony Road on the west side of Timberline Road. There is a short segment (≈300 feet) of sidewalk on the north side of Kechter Road. Sidewalks will be incorporated within and adjacent to this development. Bicycle Facilities There are bicycle lanes along Timberline Road, Zephyr Road, Trilby Road (east of Timberline Road), and Kechter Road within the study area. Transit Facilities Currently, this area of Fort Collins is not served by Transfort. The closest route is Route 16 that runs along Harmony Road. DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 12 III. PROPOSED DEVELOPMENT The Rennat Property is a residential development, located along the west side of Timberline Road, between Kechter Road and Fossil Creek Parkway in Fort Collins. Figure 5 shows a site plan of the Rennat Property. The proposed Rennat Property will consist of 44 single family detached dwelling units (Parcel A), 67 single family attached dwelling units (Parcel B), 42 single family detached dwelling units (Parcel C), 48 single family attached dwelling units (Parcel D), and 14 single family attached dwelling units (Parcels E). The short range analysis (Year 2024) includes development of the Rennat Property site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows that the Rennat Property development will have access to/from Zephyr Road. The long range analysis (Year 2040) includes development of the Rennat Property and an appropriate increase in background traffic due to normal growth and in general accordance with the Fort Collins Structure Plan. In the future (beyond the year 2024), it is expected/assumed that Red Willow Drive will connect to a future signal at the Timberline/Zephyr intersection from the properties to the south. It is expected/assumed that Red Willow Drive will also extend south to Trilby Road, by/before 2040. 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 was used to estimate the trips that would be generated by the proposed/expected uses at the Rennat Property site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of the Rennat Property development resulted in 2030 daily trip ends, 159 morning peak hour trip ends, and 213 afternoon peak hour trip ends. Trip Distribution Trip distribution for the Rennat Property was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the short range (2024) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff. Background Traffic Projections Figures 7 and 8 show the short range (2024) and long range (2040) background traffic projections, respectively. Background traffic projections for the short range (2024) future horizon were obtained by reviewing the North Front Range Regional SCALE: 1"=400' SITE PLAN Figure 5 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 13 Parcel A Parcel C Parcel B Parcel D E E E E E E E ZEPHYR ROAD TIMBERLINE ROAD ROSEN DRIVE RED WILLOW DRIVE DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 14 TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out Parcel A 210 Single Family Detached 44 D.U. 9.44 416 0.19 8 0.55 25 0.62 27 0.37 16 Parcel B 210 Single Family Attached 67 D.U. 9.44 632 0.19 13 0.55 37 0.62 41 0.37 25 Parcel C 210 Single Family Detached 42 D.U. 9.44 396 0.19 8 0.55 23 0.62 26 0.37 16 Parcel D 210 Single Family Attached 48 D.U. 9.44 454 0.19 9 0.55 26 0.62 30 0.37 18 Parcels E 210 Single Family Attached 14 D.U. 9.44 132 0.19 2 0.55 8 0.62 9 0.37 5 Total 2030 40 119 133 80 Timberline Kechter Trilby Fossil Creek Rosen Zephyr 20% 15% 50% 15% Red Willow SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 15 AM/PM SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 16 Trilby Rosen 11/63 743/1219 4/14 1066/979 53/30 22/8 Willow Springs Kechter 12/19 1129/856 214/167 39/22 16/12 28/28 215/136 5/34 126/290 65/137 631/1141 12/28 Fossil Creek 16/33 973/938 3/19 53/26 0/1 12/6 44/29 0/1 73/23 15/48 732/1135 18/44 68/89 608/672 31/42 363/308 72/86 75/92 5/15 73/92 76/54 6/7 543/709 258/419 Zephyr 25/100 1060/863 34/46 135/120 10/10 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 17 Trilby Rosen 15/85 900/1505 10/30 1225/1120 Willow Springs Kechter 10/20 1390/1050 280/215 40/25 15/10 30/30 255/160 5/35 155/385 80/160 800/1440 15/30 30/25 NOM 65/20 Fossil Creek 20/50 1150/1100 5/20 55/25 NOM 10/5 15/50 900/1420 25/55 85/115 730/785 35/45 420/375 80/90 100/120 10/20 75/100 80/55 15/20 635/840 310/500 Zephyr 25/95 1165/980 35/45 305/215 15/15 80/60 180/95 10/20 DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 18 Transportation Plan and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that traffic volumes on Timberline Road, Kechter Road, and Trilby Road would increase by approximately 1.0% per year plus other developments in the area. The developments included in the short range (2024) future are the remainder of Kechter Farms, the remainder of Mail Creek Crossing, and the Hansen Property. According to City staff, Timberline Road will be improved to a four-lane arterial in the near future. In addition to this, it is likely that a signal will be warranted at the Timberline/Zephyr intersection with the development of the Hansen Property. However, in the short range (2024) future, Red Willow Drive will not extend north to Zephyr Road. In the long range (2040) future with a signal at the Timberline/Zephyr intersection, a significant amount of existing (and future) traffic making a left turn from Fossil Creek Parkway and Rosen Drive will choose to utilize the signal. The long range (2040) background traffic volumes shown in Figure 8 reflect this redistribution of traffic. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figures 9 and 10 show the short range (2024) and long range (2040) site generated peak hour traffic assignment, respectively. Figures 11 and 12 show the respective short range (2024) and long range (2040) total (site plus background) peak hour traffic assignment. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Timberline/ Trilby and Timberline/Kechter-Willow Springs intersections are currently signalized. For the roads in the vicinity of the Rennat Property development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. Using the short range (2024) background peak hour traffic (Figure 7), the peak hour signal warrant will likely be met in the afternoon peak hour at the Timberline/Zephyr intersection. This was called out in the Hansen Property TIS. Based on the peak hour signal warrant, it is likely that other volume based signal warrants would be met at the AM/PM SHORT RANGE (2024) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 19 Trilby Rosen Willow Springs Kechter Fossil Creek 8/27 18/12 24/16 Zephyr 75/51 37/24 20/66 59/40 18/12 6/20 6/20 42/28 14/47 1/4 13/43 1/3 37/24 2/1 5/4 13/43 2/1 25/83 1/3 Timberline AM/PM LONG RANGE (2040) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 20 Trilby Rosen Willow Springs Kechter Fossil Creek 8/27 18/12 24/16 Zephyr 20/66 59/40 18/12 6/20 6/20 42/28 14/47 1/4 13/43 1/3 37/24 77/52 37/24 13/43 25/83 1/3 5/4 Timberline AM/PM SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 21 Trilby 5/18 1079/1022 Rosen 12/66 780/1243 55/31 27/12 Willow Springs Kechter 12/19 1188/896 232/179 39/22 16/12 28/28 215/136 5/34 132/310 65/137 651/1207 12/28 Fossil Creek 16/33 987/985 3/19 53/26 0/1 12/6 44/29 0/1 73/23 15/48 774/1163 18/44 68/89 614/692 31/42 371/335 72/86 75/92 5/15 73/92 76/54 6/7 561/721 282/435 210/171 10/10 117/94 74/142 639/1189 75/263 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 22 Trilby Rosen 15/90 940/1530 10/35 1240/1165 Willow Springs Kechter 10/20 1450/1090 300/230 40/25 15/10 30/30 255/160 5/35 160/405 80/160 820/1505 15/30 30/25 NOM 65/20 Fossil Creek 20/50 1165/1150 5/20 55/25 NOM 10/5 15/50 945/1450 25/55 85/115 735/805 35/45 430/405 80/90 100/120 10/20 75/100 80/55 15/20 655/855 335/515 Zephyr 40/140 1165/980 35/45 385/270 15/15 120/85 180/95 10/20 DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 23 Timberline/Zephyr intersection in the short range (2024) future. The distance from Kechter Road to Trilby Road (each signalized intersections) is one mile. Zephyr Road is approximately 2300 feet from Kechter Road and approximately 2980 feet from Trilby Road. While this is not at one-half mile spacing, a future signal at the Timberline/Zephyr intersection has generally been expected by the City. The only other, somewhat major, intersection along this section of Timberline Road is at Fossil Creek Parkway. This intersection is approximately 1250 feet south of Zephyr Road. This separation would not meet the desired spacing of signalized intersections. Using the short range (2024) background and total peak hour traffic (Figures 7 & 11), the peak hour signal warrant will not be met in the afternoon peak hour at the Timberline/Fossil Creek intersection. The City is not likely to introduce another signal in this segment of Timberline Road. The peak hour signal warrant analyses are provided in Appendix D. Geometry Figure 13 shows a schematic of the minimum short range (2024) intersection geometry. According to City staff, Timberline Road will be improved to a four-lane arterial from north of Kechter Road to Trilby Road in the near future. At the Timberline/ Trilby intersection, the eastbound left-turn volume exceeds the 300+ vehicles per hour “rule of thumb” that would require dual left-turn lanes. However, a single eastbound left- turn lane was analyzed in this TIS for the short range (2024) future. Similarly at the Timberline/Kechter-Willow Springs intersection, the westbound left-turn volume exceeds the 300+ vehicles per hour “rule of thumb” in the afternoon peak hour that would require dual left-turn lanes. However, a single westbound left-turn lane was analyzed in this TIS for the short range (2024) future. Figure 14 shows a schematic of the long range (2040) geometry. The geometry at the key intersections in the long range future was determined based upon achieving acceptable operation, meeting the geometric criteria in LCUASS, and the City of Fort Collins Master Street Plan. Operation Analysis Operation analyses were performed at the Timberline/Trilby, Timberline/Site Access, Timberline/Fossil Creek, Timberline/Rosen, and Timberline/Zephyr intersections. As mentioned earlier, Timberline Road will be improved to a four-lane arterial in the near future. The operations analyses were conducted for the short range future, reflecting a year 2024 condition, and long range future, reflecting a year 2040 condition. In light of the potential differences in calculated delay versus observed delay mentioned earlier, conclusions with regard to delay at stop sign controlled intersections should be tempered. The long range (2040) analysis is provided for informational purposes and to identify potential operational and/or geometric issues. Using the short range (2024) background traffic volumes shown in Figure 7, the Timberline/Trilby, Timberline/Fossil Creek, Timberline/Rosen, and Timberline/Zephyr intersections operate as indicated in Table 3. Calculation forms for these analyses are SHORT RANGE (2024) GEOEMTRY Figure 13 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 24 Trilby Rosen Willow Springs Kechter Fossil Creek Zephyr - Denotes Lane _ Two-way Continuous Left-turn Lane STOP STOP STOP Timberline LONG RANGE (2040) GEOEMTRY Figure 14 DELICH ASSOCIATES Rennat Property TIS, July 2019 Page 25 Trilby Willow Springs Kechter Fossil Creek Zephyr - Denotes Lane _ Two-way Continuous Left-turn Lane STOP STOP Rosen STOP Timberline DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 26 TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (70.4 secs) E (66.8 secs) EB T/RT C D EB APPROACH E (60.7 secs) E (57.1 secs) WB LT D D WB T/RT D E (58.4 secs) WB APPROACH D E (56.8 secs) NB LT B B NB T C B NB RT A A NB APPROACH B B SB LT B B SB T C C SB RT B B SB APPROACH C B OVERALL C C Timberline/Fossil Creek (stop sign) EB LT/T F (119.5 secs) F (294.4 secs) EB RT B B EB APPROACH F (52.6 secs) F (172.7 secs) WB LT/T/RT D E (37.6 secs) NB LT A B SB LT B B OVERALL A A Timberline/Rosen (stop sign) EB LT/RT F (63.2 secs) F (82.9 secs) NB LT A B OVERALL A A Continued on next page DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 27 Continued from previous page TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Zephyr (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T B A NB T/RT B A NB APPROACH B A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL B A Timberline/Kechter-Willow Springs (signal) EB LT D D EB T/RT D C EB APPROACH D C WB LT D D WB T D C WB RT D C WB APPROACH D D NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A B SB RT A B SB APPROACH A B OVERALL A B DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 28 provided in Appendix E. At the key stop sign controlled intersections, the calculated delay for the minor street left turns is commensurate with level of service F. Since it is likely that a signal will be installed at the Timberline/Zephyr intersection with the approved Hansen Property, the operation analysis was conducted for this condition. Using the long range (2040) background traffic volumes shown in Figure 8, the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the Fort Collins operational criteria, overall. Using the short range (2024) total traffic volumes shown in Figure 11, the key intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The Timberline/Trilby, Timberline/Site Access, Timberline/ Rosen, and Timberline/Zephyr intersections will meet the Fort Collins operational criteria. At the Timberline/Fossil Creek intersection during both peak hours, the calculated delay for the eastbound left-turn/through movement and eastbound leg was commensurate with level of service F. The calculated delay for the westbound leg during the morning and afternoon peak hours was commensurate with level of service E and F, respectively. As mentioned earlier, the Timberline/Site Access intersection is expected to be restricted to right-in/right-out movements. However, there is currently a two-way continuous left-turn lane on Timberline Road in this area. So, northbound left-turn entrances at the Site Access could occur. Using the long range (2040) total traffic volumes shown in Figure 12, the key intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the Fort Collins operational criteria, overall. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Rennat Property development. The Union Pacific railroad tracks create a barrier that has no pedestrian crossings or underpasses. Therefore, the pedestrian influence area stops at the railroad tracks. There will be four pedestrian destinations within 1320 feet of the Rennat Property development. These are: 1) the residential/commercial neighborhood to the north of the site, 2) Bacon Elementary School, 3) the residential area to the east of the site, and 4) the residential area to the south of the site. Appendix I also contains a map that shows the existing/planned pedestrian facilities within the influence area. This site is in an area type termed “other.” The minimum level of service for “other” is C. In this pedestrian analysis, it is assumed that all of the sidewalks related to the Hansen Property are built, since it is an approved development. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A) • Continuity – The continuity to pedestrian destinations 1 and 4 will be acceptable at LOS B, since there will be direct connection of the sidewalk system to the north and to the south. The continuity to pedestrian destinations 2 and 3 is at DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 29 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (70.6 secs) E (61.9 secs) EB T/RT D D EB APPROACH E (65.4 secs) E (57.2 secs) WB LT E (68.1 secs) E (63.7 secs) WB T/RT E (59.3 secs) E (58.6 secs) WB APPROACH E (63.7 secs) E (60.3 secs) NB LT B C NB T B C NB RT A A NB APPROACH B C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Timberline/Fossil Creek (stop sign) EB LT/T F (148.6 secs) F (911.6 secs) EB RT B C EB APPROACH F (56.7 secs) F (522.3 secs) WB LT/T/RT E (38.8 secs) F (75.3 secs) NB LT B B SB LT B B OVERALL A A Timberline/Rosen (RT-in/RT-out/LT-in) EB RT B C NB LT B C OVERALL A A Continued on next page DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 30 Continued from previous page TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Zephyr (signal) EB LT D D EB T/RT C D EB APPROACH D D WB LT C D WB T/RT C D WB APPROACH C D NB LT B A NB T C B NB T/RT C B NB APPROACH C B SB LT B A SB T A A SB RT A A SB APPROACH A A OVERALL B B Timberline/Kechter-Willow Springs (signal) EB LT D C EB T/RT D C EB APPROACH D C WB LT D E (55.0 secs) WB T D C WB RT D C WB APPROACH D D NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A B SB T A C SB RT A C SB APPROACH A C OVERALL A C DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 31 TABLE 5 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (75.6 secs) E (73.5 secs) EB T/RT C D EB APPROACH E (64.8 secs) E (62.0 secs) WB LT D D WB T/RT D E (58.4 secs) WB APPROACH D E (56.8 secs) NB LT B B NB T C B NB RT A A NB APPROACH B B SB LT B B SB T C C SB RT B B SB APPROACH C C OVERALL C C Timberline/Fossil Creek (stop sign) EB LT/T F (143.5 secs) F (359.8 secs) EB RT B B EB APPROACH F (61.8 secs) F (209.8 secs) WB LT/T/RT D E (43.0 secs) NB LT A B SB LT B B OVERALL A A Timberline/Rosen (stop sign) EB LT/RT F (76.5 secs) F (94.4 secs) NB LT A B OVERALL A A Continued on next page DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 32 Continued from previous page TABLE 5 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Zephyr (signal) EB LT D D EB T/RT C D EB APPROACH D D WB LT C D WB T/RT C D WB APPROACH C D NB LT A A NB T B B NB T/RT B B NB APPROACH B A SB LT B A SB T A A SB RT A A SB APPROACH A A OVERALL B A Timberline/Kechter-Willow Springs (signal) EB LT D C EB T/RT D C EB APPROACH D C WB LT D D WB T D C WB RT D C WB APPROACH D D NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A B SB RT A B SB APPROACH A B OVERALL A B DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 33 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Trilby (signal) EB LT E (74.5 secs) E (65.9 secs) EB T/RT D D EB APPROACH E (68.5 secs) E (60.1 secs) WB LT E (68.1 secs) E (63.7 secs) WB T/RT E (59.3 secs) E (58.6 secs) WB APPROACH E (63.7 secs) E (60.3 secs) NB LT B C NB T B C NB RT A A NB APPROACH B C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Timberline/Fossil Creek (stop sign) EB LT/T F (175.7 secs) F (1100.0 secs) EB RT B C EB APPROACH F (65.7 secs) F (629.0 secs) WB LT/T/RT E (42.6 secs) F (93.1 secs) NB LT B C SB LT B B OVERALL A B Timberline/Rosen (RT-in/RT-out/LT-in) EB RT B C NB LT B C OVERALL A A Continued on next page DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 34 Continued from previous page TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Zephyr (signal) EB LT E (65.7 secs) D EB T/RT C C EB APPROACH E (60.6 secs) D WB LT C D WB T/RT C D WB APPROACH C D NB LT B B NB T C B NB T/RT C B NB APPROACH C B SB LT B B SB T A A SB RT A A SB APPROACH A A OVERALL C B Timberline/Kechter-Willow Springs (signal) EB LT D C EB T/RT D C EB APPROACH D C WB LT D E (61.3 secs) WB T D C WB RT D C WB APPROACH D E (55.1 secs) NB LT A B NB T A A NB RT A A NB APPROACH A A SB LT A B SB T A C SB RT A C SB APPROACH A C OVERALL A C DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 35 LOS B as well, since there will be direct connection of the sidewalk system with the anticipated signal at the Timberline/Zephyr intersection and a sidewalk between the Rennat Property and the pedestrian signal at the Timberline/Fossil Creek intersection. • Street Crossings – The street crossings to pedestrian destinations 1 and 4 will be acceptable at LOS B, since the street crossings are all at local residential streets. The street crossings to pedestrian destinations 2 and 3 is also at LOS B, since there is an anticipated signal at the Timberline/Zephyr intersection and a sidewalk between the Rennat Property and the pedestrian signal at the Timberline/Fossil Creek intersection. . • Visual Interest and Amenity – The visual interest and amenity to pedestrian destinations 1, 2, 3, and 4 is acceptable at LOS B, since most of the sidewalks have some landscaped parkways and a residential neighborhood character. • Security – The security to pedestrian destinations 1, 2, 3, and 4 is acceptable at LOS A, since most of the sidewalks are adjacent to residential land uses and the area has a residential neighborhood character. Acceptable pedestrian level of service will be achieved for all pedestrian destinations within 1320 feet of the Rennat Property. The Pedestrian LOS Worksheet is provided in Appendix I. The future signal at the Timberline/Zephyr intersection will provide safe crossing of Timberline Road for students attending Bacon Elementary School. Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of the Rennat Property development. There will be one bicycle destination near the Rennat Property development. This is: 1) Bacon Elementary School to the northeast of the site. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to Timberline Road. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service Expansion of Transfort service to this area will likely be made by the City of Fort Collins, when appropriate. DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 36 IV. CONCLUSIONS This study assessed the impacts of the Rennat Property on the street system in the vicinity of the proposed development in the short range (2024) and long range (2040) futures. As a result of this analysis, the following is concluded: - The development of the Rennat Property is feasible from a traffic engineering standpoint. At full development, the Rennat Property will generate approximately 2030 daily trip ends, 159 morning peak hour trip ends, and 213 afternoon peak hour trip ends. - Currently, the key intersections are currently operating acceptably with existing control and geometry in the morning and afternoon peak hours, except for the eastbound left-turn at the Timberline/Trilby intersection in the afternoon peak hour. Adjustments to the City’s current signal timing resulted in acceptable operation of the intersection with regard to delay. - The Timberline/Trilby intersection is currently signalized. The Timberline/Zephyr intersection is likely to meet signal warrants in the short range (2024) future and was called out in the Hansen Property TIS. - In the short range (2024) future, given development of the Rennat Property development and an increase in background traffic, the Timberline/Trilby, Timberline/Site Access, Timberline/Rosen, and Timberline/Zephyr intersections will meet the Fort Collins operational criteria. At the Timberline/Fossil Creek intersection during both peak hours, the calculated delay for the eastbound left- turn/through movement and eastbound leg was commensurate with level of service F. At the Timberline/Trilby intersection, the eastbound left-turn volume exceeds the 300+ vehicles per hour “rule of thumb” that would require dual left-turn lanes. However, a single eastbound left-turn lane was analyzed in this TIS for the short range (2024) future. The calculated delay for the eastbound leg during the morning and afternoon peak hours was commensurate with level of service E. Similarly at the Timberline/Kechter-Willow Springs intersection, the westbound left-turn volume exceeds the 300+ vehicles per hour “rule of thumb” in the afternoon peak hour that would require dual left-turn lanes. However, a single westbound left-turn lane was analyzed in this TIS for the short range (2024) future. The calculated delay for the westbound leg during the morning and afternoon peak hours was commensurate with level of service D. - In the long range (2040) future, given development of the Rennat Property development and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria, overall, with the recommended geometry and control. - The short range (2024) geometry is shown in Figure 13. According to City staff, Timberline Road will be improved to a four-lane arterial in the near future. At the Timberline/Trilby intersection, the eastbound left-turn volume exceeds the 300+ DELICH Rennat Property TIS, July 2019 ASSOCIATES Page 37 vehicles per hour “rule of thumb” that would require dual left-turn lanes. In addition to this at the Timberline/Kechter-Willow Springs intersection, the westbound left- turn volume exceeds the 300+ vehicles per hour “rule of thumb” in the afternoon peak hour. However, single eastbound and westbound left-turn lanes were analyzed at these intersections in this TIS for the short range (2024) future. - The long range (2040) geometry is shown in Figure 14. - Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. Acceptable pedestrian level of service can be achieved for all pedestrian destinations. The pedestrian signal at the future Timberline/Zephyr intersection will provide safe crossing of Timberline Road for students attending Bacon Elementary School. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/22/2017 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Trilby S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Trilby Westbound: Trilby 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 15 113 4 132 2 100 45 147 279 64 10 16 90 16 11 1 28 118 397 7:45 16 136 4 156 0 105 55 160 316 89 17 21 127 21 15 1 37 164 480 8:00 8 106 5 119 2 83 33 118 237 61 10 10 81 10 15 1 26 107 344 8:15 18 111 11 140 1 74 39 114 254 65 22 18 105 12 14 1 27 132 386 7:30-8:30 57 466 24 547 5 362 172 539 1086 279 59 65 403 59 55 4 118 521 1607 PHF 0.79 0.86 0.55 0.88 0.63 0.86 0.78 0.84 0.78 0.67 0.77 0.79 0.7 0.92 1 0.8 0.84 4:30 15 107 6 128 1 149 84 234 362 40 16 22 78 9 18 5 32 110 472 4:45 21 117 4 142 0 157 92 249 391 61 19 14 94 13 18 3 34 128 519 5:00 24 127 13 164 3 173 88 264 428 52 16 22 90 12 21 3 36 126 554 5:15 25 136 9 170 3 134 107 244 414 72 16 22 110 11 25 1 37 147 561 4:30-5:30 85 487 32 604 7 613 371 991 1595 225 67 80 372 45 82 12 139 511 2106 PHF 0.85 0.9 0.62 0.89 0.58 0.89 0.87 0.94 0.78 0.88 0.91 0.85 0.87 0.82 0.6 0.94 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/9/2019 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Westchase S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Driveway Westbound: Westchase Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 227 0 227 4 200 0 204 431 0 0 0 0 2 0 4 6 6 437 7:45 0 214 4 218 3 179 0 182 400 0 0 0 0 3 0 2 5 5 405 8:00 0 211 1 212 1 131 0 132 344 0 0 0 0 4 0 7 11 11 355 8:15 0 210 2 212 5 143 0 148 360 0 0 0 0 2 0 3 5 5 365 7:30-8:30 0 862 7 869 13 653 0 666 1535 0 0 0 0 11 0 16 27 27 1562 PHF n/a 0.95 0.44 0.96 0.65 0.82 n/a 0.82 n/a n/a n/a n/a 0.69 n/a 0.57 0.61 0.89 4:30 0 188 3 191 9 215 0 224 415 0 0 0 0 1 0 1 2 2 417 4:45 0 228 3 231 7 239 0 246 477 0 0 0 0 0 0 5 5 5 482 5:00 0 203 1 204 3 277 0 280 484 0 0 0 0 2 0 3 5 5 489 5:15 0 214 4 218 11 263 0 274 492 0 0 0 0 2 0 2 4 4 496 4:30-5:30 0 833 11 844 30 994 0 1024 1868 0 0 0 0 5 0 11 16 16 1884 PHF n/a 0.91 0.69 0.91 0.68 0.9 n/a 0.91 n/a n/a n/a n/a 0.63 n/a 0.55 0.8 0.95 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/7/2019 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Fossil Creek S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Fossil Creek Westbound: Fossil Creek 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 4 256 0 260 1 156 7 164 424 13 0 33 46 6 0 21 27 73 497 7:45 4 220 1 225 5 197 3 205 430 7 0 16 23 3 0 12 15 38 468 8:00 5 186 1 192 2 139 4 145 337 11 0 10 21 2 0 8 10 31 368 8:15 3 237 1 241 7 130 4 141 382 13 0 14 27 1 0 12 13 40 422 7:30-8:30 16 899 3 918 15 622 18 655 1573 44 0 73 117 12 0 53 65 182 1755 PHF 0.8 0.88 0.75 0.88 0.54 0.79 0.64 0.8 0.85 n/a 0.55 0.64 0.5 n/a 0.63 0.6 0.88 4:30 5 167 3 175 9 221 6 236 411 6 0 4 10 1 0 7 8 18 429 4:45 10 213 6 229 13 252 6 271 500 5 0 4 9 2 0 2 4 13 513 5:00 7 177 5 189 17 234 19 270 459 11 0 6 17 0 1 6 7 24 483 5:15 11 199 5 215 9 228 13 250 465 7 1 9 17 3 0 11 14 31 496 4:30-5:30 33 756 19 808 48 935 44 1027 1835 29 1 23 53 6 1 26 33 86 1921 PHF 0.75 0.89 0.79 0.88 0.71 0.93 0.58 0.95 0.66 0.25 0.64 0.78 0.5 0.25 0.59 0.59 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/8/2019 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Rosen S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Rosen Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 310 311 194 2 196 507 17 7 24 0 24 531 7:45 0 285 285 141 2 143 428 10 1 11 0 11 439 8:00 1 200 201 146 5 151 352 15 3 18 0 18 370 8:15 2 208 210 131 2 133 343 11 11 22 0 22 365 7:30-8:30 4 1003 0 1007 0 612 11 623 1630 53 0 22 75 0 0 0 0 75 1705 PHF 0.5 0.81 n/a 0.81 n/a 0.79 0.55 0.79 0.78 n/a 0.5 0.78 n/a n/a n/a n/a 0.8 4:30 3 223 226 293 16 309 535 7 2 9 0 9 544 4:45 4 192 196 265 12 277 473 6 3 9 0 9 482 5:00 3 199 202 322 20 342 544 8 2 10 0 10 554 5:15 4 243 247 276 15 291 538 9 1 10 0 10 548 4:30-5:30 14 857 0 871 0 1156 63 1219 2090 30 0 8 38 0 0 0 0 38 2128 PHF 0.88 0.88 n/a 0.88 n/a 0.9 0.79 0.89 0.83 n/a 0.67 0.95 n/a n/a n/a n/a 0.96 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/8/2019 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Zephyr S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Driveway Westbound: Zephyr Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 321 6 327 13 191 0 204 531 0 0 0 0 5 0 30 35 35 566 7:45 0 287 8 295 28 141 0 169 464 0 0 0 0 2 0 32 34 34 498 8:00 0 213 2 215 12 145 0 157 372 0 0 0 0 6 0 54 60 60 432 8:15 0 204 15 219 4 123 0 127 346 0 0 0 0 10 0 17 27 27 373 7:30-8:30 0 1025 31 1056 57 600 0 657 1713 0 0 0 0 23 0 133 156 156 1869 PHF n/a 0.8 0.52 0.81 0.51 0.79 n/a 0.81 n/a n/a n/a n/a 0.58 n/a 0.62 0.65 0.83 4:30 0 222 8 230 13 305 0 318 548 0 0 0 0 4 0 13 17 17 565 4:45 0 194 4 198 20 274 0 294 492 0 0 0 0 3 0 12 15 15 507 5:00 0 198 9 207 28 339 0 367 574 0 0 0 0 3 0 26 29 29 603 5:15 0 242 10 252 28 282 0 310 562 0 0 0 0 9 0 14 23 23 585 4:30-5:30 0 856 31 887 89 1200 0 1289 2176 0 0 0 0 19 0 65 84 84 2260 PHF n/a 0.88 0.78 0.88 0.79 0.88 n/a 0.88 n/a n/a n/a n/a 0.53 n/a 0.63 0.72 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/22/2017 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Kechter-Willow Springs S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Willow Springs Westbound: Kechter 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 3 193 24 220 18 122 3 143 363 9 3 11 23 16 1 33 50 73 436 7:45 3 246 42 291 13 109 3 125 416 18 6 9 33 27 3 60 90 123 539 8:00 3 178 41 222 8 103 4 115 337 4 4 3 11 13 0 31 44 55 392 8:15 3 173 40 216 15 90 2 107 323 8 3 5 16 23 1 53 77 93 416 7:30-8:30 12 790 147 949 54 424 12 490 1439 39 16 28 83 79 5 177 261 344 1783 PHF 1 0.8 0.88 0.82 0.75 0.87 0.75 0.86 0.54 0.67 0.64 0.63 0.73 0.42 0.74 0.73 0.83 4:30 3 147 20 170 30 208 8 246 416 7 3 4 14 44 9 33 86 100 516 4:45 5 161 29 195 22 223 5 250 445 6 3 11 20 52 7 31 90 110 555 5:00 6 177 42 225 33 237 10 280 505 6 4 8 18 57 7 24 88 106 611 5:15 5 179 37 221 35 209 5 249 470 3 2 5 10 72 11 33 116 126 596 4:30-5:30 19 664 128 811 120 877 28 1025 1836 22 12 28 62 225 34 121 380 442 2278 PHF 0.79 0.93 0.76 0.9 0.86 0.93 0.7 0.92 0.79 0.75 0.64 0.78 0.78 0.77 0.92 0.82 0.93 APPENDIX C HCM 6th Signalized Intersection Summary Recent AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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) 332 65 71 67 62 5 65 554 27 6 458 218 Future Volume (veh/h) 332 65 71 67 62 5 65 554 27 6 458 218 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 391 76 40 79 73 2 76 652 0 7 539 90 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 427 325 171 182 165 5 448 1089 923 377 1028 872 Arrive On Green 0.16 0.28 0.28 0.09 0.09 0.09 0.05 0.58 0.00 0.02 0.55 0.55 Sat Flow, veh/h 1781 1154 607 1276 1812 50 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 391 0 116 79 0 75 76 652 0 7 539 90 Grp Sat Flow(s),veh/h/ln 1781 0 1761 1276 0 1861 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 18.0 0.0 5.6 6.6 0.0 4.2 1.9 24.6 0.0 0.2 20.0 3.0 Cycle Q Clear(g_c), s 18.0 0.0 5.6 6.6 0.0 4.2 1.9 24.6 0.0 0.2 20.0 3.0 Prop In Lane 1.00 0.34 1.00 0.03 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 427 0 496 182 0 169 448 1089 923 377 1028 872 V/C Ratio(X) 0.92 0.00 0.23 0.44 0.00 0.44 0.17 0.60 0.00 0.02 0.52 0.10 Avail Cap(c_a), veh/h 427 0 688 321 0 372 488 1089 923 475 1028 872 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 0.0 30.4 48.4 0.0 47.4 10.8 14.7 0.0 12.4 15.7 11.8 Incr Delay (d2), s/veh 24.3 0.0 0.2 1.6 0.0 1.8 0.2 2.4 0.0 0.0 1.9 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 4.4 0.0 2.3 2.1 0.0 2.0 0.7 10.2 0.0 0.1 8.5 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.1 0.0 30.6 50.1 0.0 49.2 11.0 17.2 0.0 12.4 17.6 12.1 LnGrp LOS E A C D A D BBABBB Approach Vol, veh/h 507 154 728 636 Approach Delay, s/veh 55.7 49.6 16.5 16.7 Approach LOS E D B B Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.5 65.5 36.0 5.0 69.0 21.0 15.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 45.0 42.0 7.0 45.0 17.0 21.0 Max Q Clear Time (g_c+I1), s 3.9 22.0 7.6 2.2 26.6 20.0 8.6 Green Ext Time (p_c), s 0.0 3.6 0.6 0.0 4.0 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 28.9 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent am.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 11 51 48 11 51 21 27 Maximum Split (%) 10.0% 46.4% 43.6% 10.0% 46.4% 19.1% 24.5% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 89 100 41 62 End Time (s) 100 41 89 100 41 62 89 Yield/Force Off (s) 96 35 83 96 35 58 83 Yield/Force Off 170(s) 96 20 70 96 21 58 71 Local Start Time (s) 54 65 6 54 65 6 27 Local Yield (s) 61 0 48 61 0 23 48 Local Yield 170(s) 61 95 35 61 96 23 36 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Recent AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 391 160 79 79 76 652 32 7 539 256 v/c Ratio 0.69 0.24 0.53 0.35 0.21 0.67 0.04 0.02 0.64 0.30 Control Delay 34.2 15.6 57.3 45.4 13.1 24.8 0.1 13.0 27.9 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.2 15.6 57.3 45.4 13.1 24.8 0.1 13.0 27.9 4.9 Queue Length 50th (ft) 196 43 53 50 26 346 0 2 270 0 Queue Length 95th (ft) 291 89 92 87 42 482 0 m6 355 53 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 566 714 244 370 366 974 880 330 856 865 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.69 0.22 0.32 0.21 0.21 0.67 0.04 0.02 0.63 0.30 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Recent PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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) 263 73 87 47 83 14 86 569 35 7 620 376 Future Volume (veh/h) 263 73 87 47 83 14 86 569 35 7 620 376 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 280 78 52 50 88 9 91 605 0 7 660 205 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 291 224 149 161 134 14 419 1236 1048 497 1178 999 Arrive On Green 0.11 0.21 0.21 0.08 0.08 0.08 0.05 0.66 0.00 0.02 0.63 0.63 Sat Flow, veh/h 1781 1047 698 1260 1669 171 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 280 0 130 50 0 97 91 605 0 7 660 205 Grp Sat Flow(s),veh/h/ln 1781 0 1745 1260 0 1840 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 13.0 0.0 7.6 4.6 0.0 6.1 2.0 19.5 0.0 0.2 24.2 6.6 Cycle Q Clear(g_c), s 13.0 0.0 7.6 4.6 0.0 6.1 2.0 19.5 0.0 0.2 24.2 6.6 Prop In Lane 1.00 0.40 1.00 0.09 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 291 0 373 161 0 148 419 1236 1048 497 1178 999 V/C Ratio(X) 0.96 0.00 0.35 0.31 0.00 0.66 0.22 0.49 0.00 0.01 0.56 0.21 Avail Cap(c_a), veh/h 291 0 611 333 0 399 453 1236 1048 585 1178 999 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.3 0.0 40.1 52.8 0.0 53.6 9.2 10.2 0.0 8.5 12.7 9.4 Incr Delay (d2), s/veh 42.5 0.0 0.6 1.1 0.0 4.9 0.3 1.4 0.0 0.0 1.9 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 5.4 0.0 3.3 1.5 0.0 3.0 0.7 7.6 0.0 0.1 9.8 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 89.8 0.0 40.6 53.9 0.0 58.4 9.5 11.6 0.0 8.6 14.6 9.9 LnGrp LOS F A D D AEABAABA Approach Vol, veh/h 410 147 696 872 Approach Delay, s/veh 74.2 56.9 11.3 13.5 Approach LOS EEBB Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.8 80.6 30.6 5.0 84.3 16.0 14.6 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 56.0 41.0 7.0 56.0 12.0 25.0 Max Q Clear Time (g_c+I1), s 4.0 26.2 9.6 2.2 21.5 15.0 8.1 Green Ext Time (p_c), s 0.0 5.4 0.7 0.0 4.2 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 27.5 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 11 62 47 11 62 16 31 Maximum Split (%) 9.2% 51.7% 39.2% 9.2% 51.7% 13.3% 25.8% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 88 99 41 88 99 41 57 End Time (s) 99 41 88 99 41 57 88 Yield/Force Off (s) 95 35 82 95 35 53 82 Yield/Force Off 170(s) 95 20 69 95 21 53 70 Local Start Time (s) 53 64 6 53 64 6 22 Local Yield (s) 60 0 47 60 0 18 47 Local Yield 170(s) 60 105 34 60 106 18 35 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Recent PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 280 171 50 103 91 605 37 7 660 400 v/c Ratio 0.65 0.31 0.39 0.52 0.26 0.54 0.04 0.02 0.68 0.40 Control Delay 42.0 23.1 57.9 55.8 10.6 17.3 0.1 12.3 29.1 6.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.0 23.1 57.9 55.8 10.6 17.3 0.1 12.3 29.1 6.7 Queue Length 50th (ft) 162 62 37 71 29 286 0 2 371 20 Queue Length 95th (ft) #298 133 76 125 43 408 0 m4 m467 m94 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 431 634 261 400 358 1120 992 454 970 1007 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.65 0.27 0.19 0.26 0.25 0.54 0.04 0.02 0.68 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Recent PM 16: Timberline & Trilby Adjusted Timing Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm adjusted.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 263 73 87 47 83 14 86 569 35 7 620 376 Future Volume (veh/h) 263 73 87 47 83 14 86 569 35 7 620 376 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 280 78 52 50 88 9 91 605 0 7 660 205 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 321 241 161 161 134 14 403 1205 1021 477 1147 972 Arrive On Green 0.13 0.23 0.23 0.08 0.08 0.08 0.05 0.64 0.00 0.02 0.61 0.61 Sat Flow, veh/h 1781 1047 698 1260 1669 171 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 280 0 130 50 0 97 91 605 0 7 660 205 Grp Sat Flow(s),veh/h/ln 1781 0 1745 1260 0 1840 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 15.0 0.0 7.4 4.6 0.0 6.1 2.1 20.4 0.0 0.2 25.3 6.9 Cycle Q Clear(g_c), s 15.0 0.0 7.4 4.6 0.0 6.1 2.1 20.4 0.0 0.2 25.3 6.9 Prop In Lane 1.00 0.40 1.00 0.09 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 321 0 402 161 0 148 403 1205 1021 477 1147 972 V/C Ratio(X) 0.87 0.00 0.32 0.31 0.00 0.66 0.23 0.50 0.00 0.01 0.58 0.21 Avail Cap(c_a), veh/h 321 0 640 333 0 399 436 1205 1021 565 1147 972 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.5 0.0 38.4 52.8 0.0 53.6 10.2 11.2 0.0 9.4 13.9 10.3 Incr Delay (d2), s/veh 22.3 0.0 0.5 1.1 0.0 4.9 0.3 1.5 0.0 0.0 2.1 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 0.0 3.2 1.5 0.0 3.0 0.7 8.1 0.0 0.1 10.4 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.9 0.0 38.9 53.9 0.0 58.4 10.5 12.7 0.0 9.4 16.0 10.8 LnGrp LOS E A D D AEBBAABB Approach Vol, veh/h 410 147 696 872 Approach Delay, s/veh 58.0 56.9 12.4 14.7 Approach LOS EEBB Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.8 78.6 32.6 5.0 82.3 18.0 14.6 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 54.0 43.0 7.0 54.0 14.0 25.0 Max Q Clear Time (g_c+I1), s 4.1 27.3 9.4 2.2 22.4 17.0 8.1 Green Ext Time (p_c), s 0.0 5.3 0.7 0.0 4.1 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 25.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Recent PM 16: Timberline & Trilby Adjusted Timing Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm adjusted.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 11 60 49 11 60 18 31 Maximum Split (%) 9.2% 50.0% 40.8% 9.2% 50.0% 15.0% 25.8% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 90 101 41 90 101 41 59 End Time (s) 101 41 90 101 41 59 90 Yield/Force Off (s) 97 35 84 97 35 55 84 Yield/Force Off 170(s) 97 20 71 97 21 55 72 Local Start Time (s) 55 66 6 55 66 6 24 Local Yield (s) 62 0 49 62 0 20 49 Local Yield 170(s) 62 105 36 62 106 20 37 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Recent PM 16: Timberline & Trilby Adjusted Timing Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm adjusted.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 280 171 50 103 91 605 37 7 660 400 v/c Ratio 0.64 0.31 0.39 0.52 0.26 0.54 0.04 0.02 0.69 0.40 Control Delay 40.8 22.5 57.9 55.8 11.0 17.7 0.1 12.7 28.9 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.8 22.5 57.9 55.8 11.0 17.7 0.1 12.7 28.9 7.0 Queue Length 50th (ft) 162 62 37 71 29 286 0 2 357 18 Queue Length 95th (ft) 265 129 76 125 45 425 0 m4 m470 m99 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 250 Base Capacity (vph) 437 662 261 400 354 1114 986 450 960 994 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.64 0.26 0.19 0.26 0.26 0.54 0.04 0.02 0.69 0.40 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Recent AM 10: Timberline & Fossil Creek Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 44 0 73 12 0 53 16 888 3 15 607 18 Future Vol, veh/h 44 0 73 12 0 53 16 888 3 15 607 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 50 0 83 14 0 60 18 1009 3 17 690 20 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1801 1772 690 1823 1791 1011 710 0 0 1012 0 0 Stage 1 724 724 - 1047 1047 ------- Stage 2 1077 1048 - 776 744 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 62 83 445 60 81 291 889 - - 685 - - Stage 1 417 430 - 276 305 ------- Stage 2 265 305 - 390 421 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 47 79 445 47 77 291 889 - - 685 - - Mov Cap-2 Maneuver ~ 47 79 - 47 77 ------- Stage 1 409 419 - 270 299 ------- Stage 2 206 299 - 309 410 ------- Approach EB WB NB SB HCM Control Delay, s 117.6 50.8 0.2 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 889 - - 47 445 149 685 - - HCM Lane V/C Ratio 0.02 - - 1.064 0.186 0.496 0.025 - - HCM Control Delay (s) 9.1 - - 288 14.9 50.8 10.4 - - HCM Lane LOS A - - F B F B - - HCM 95th %tile Q(veh) 0.1 - - 4.5 0.7 2.4 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Recent PM 10: Timberline & Fossil Creek Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 1 23 6 1 26 33 789 19 48 999 44 Future Vol, veh/h 29 1 23 6 1 26 33 789 19 48 999 44 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 31 1 24 6 1 28 35 839 20 51 1063 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2099 2094 1063 2120 2131 849 1110 0 0 859 0 0 Stage 1 1165 1165 - 919 919 ------- Stage 2 934 929 - 1201 1212 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 38 52 271 37 50 361 629 - - 782 - - Stage 1 237 268 - 325 350 ------- Stage 2 319 346 - 226 255 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 31 46 271 30 44 361 629 - - 782 - - Mov Cap-2 Maneuver 31 46 - 30 44 ------- Stage 1 224 251 - 307 330 ------- Stage 2 277 327 - 191 238 ------- Approach EB WB NB SB HCM Control Delay, s 212.2 51.2 0.4 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 629 - - 31 271 112 782 - - HCM Lane V/C Ratio 0.056 - - 1.03 0.09 0.313 0.065 - - HCM Control Delay (s) 11.1 - -$ 359.8 19.6 51.2 9.9 - - HCM Lane LOS B - - F C F A - - HCM 95th %tile Q(veh) 0.2 - - 3.5 0.3 1.2 0.2 - - HCM 6th TWSC Recent AM 8: Timberline & Rosen Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 5.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 53 22 4 981 618 11 Future Vol, veh/h 53 22 4 981 618 11 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 62 26 5 1154 727 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1891 727 740 0 - 0 Stage 1 727 ----- Stage 2 1164 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 77 424 867 - - - Stage 1 478 ----- Stage 2 297 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 77 424 867 - - - Mov Cap-2 Maneuver 77 ----- Stage 1 475 ----- Stage 2 297 ----- Approach EB NB SB HCM Control Delay, s 133.9 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 867 - 101 - - HCM Lane V/C Ratio 0.005 - 0.874 - - HCM Control Delay (s) 9.2 - 133.9 - - HCM Lane LOS A - F - - HCM 95th %tile Q(veh) 0 - 5 - - HCM 6th TWSC Recent PM 8: Timberline & Rosen Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 30 8 14 830 1083 63 Future Vol, veh/h 30 8 14 830 1083 63 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22222 Mvmt Flow 31 8 15 865 1128 66 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2023 1128 1194 0 - 0 Stage 1 1128 ----- Stage 2 895 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 64 249 585 - - - Stage 1 309 ----- Stage 2 399 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 62 249 585 - - - Mov Cap-2 Maneuver 62 ----- Stage 1 301 ----- Stage 2 399 ----- Approach EB NB SB HCM Control Delay, s 99.5 0.2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 585 - 74 - - HCM Lane V/C Ratio 0.025 - 0.535 - - HCM Control Delay (s) 11.3 - 99.5 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.1 - 2.3 - - HCM 6th TWSC Recent AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 5.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 23 133 1003 31 57 606 Future Vol, veh/h 23 133 1003 31 57 606 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 75 0 - 125 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 27 156 1180 36 67 713 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2027 1180 0 0 1216 0 Stage 1 1180 ----- Stage 2 847 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 63 232 - - 573 - Stage 1 292 ----- Stage 2 420 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 56 232 - - 573 - Mov Cap-2 Maneuver 56 ----- Stage 1 292 ----- Stage 2 371 ----- Approach WB NB SB HCM Control Delay, s 58.1 0 1 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 56 232 573 - HCM Lane V/C Ratio - - 0.483 0.674 0.117 - HCM Control Delay (s) - - 118.8 47.6 12.1 - HCM Lane LOS - - F E B - HCM 95th %tile Q(veh) - - 1.9 4.3 0.4 - HCM 6th TWSC Recent PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 19 65 829 31 89 1127 Future Vol, veh/h 19 65 829 31 89 1127 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 75 0 - 125 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22222 Mvmt Flow 20 69 882 33 95 1199 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2271 882 0 0 915 0 Stage 1 882 ----- Stage 2 1389 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 44 345 - - 745 - Stage 1 405 ----- Stage 2 231 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 38 345 - - 745 - Mov Cap-2 Maneuver 38 ----- Stage 1 405 ----- Stage 2 201 ----- Approach WB NB SB HCM Control Delay, s 54.2 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 38 345 745 - HCM Lane V/C Ratio - - 0.532 0.2 0.127 - HCM Control Delay (s) - - 178.2 18 10.5 - HCM Lane LOS - - F C B - HCM 95th %tile Q(veh) - - 1.9 0.7 0.4 - HCM 6th Signalized Intersection Summary Recent AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 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) 39 16 28 106 5 205 12 970 180 62 567 12 Future Volume (veh/h) 39 16 28 106 5 205 12 970 180 62 567 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 46 19 0 125 6 65 14 1141 167 73 667 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 230 237 0 230 237 201 567 1336 1132 266 1383 1172 Arrive On Green 0.13 0.13 0.00 0.13 0.13 0.13 0.02 0.71 0.71 0.05 0.74 0.00 Sat Flow, veh/h 1329 1870 0 1393 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 46 19 0 125 6 65 14 1141 167 73 667 0 Grp Sat Flow(s),veh/h/ln 1329 1870 0 1393 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 3.5 1.0 0.0 9.6 0.3 4.1 0.2 49.1 3.7 1.0 15.9 0.0 Cycle Q Clear(g_c), s 3.8 1.0 0.0 10.5 0.3 4.1 0.2 49.1 3.7 1.0 15.9 0.0 Prop In Lane 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 230 237 0 230 237 201 567 1336 1132 266 1383 1172 V/C Ratio(X) 0.20 0.08 0.00 0.54 0.03 0.32 0.02 0.85 0.15 0.27 0.48 0.00 Avail Cap(c_a), veh/h 370 434 0 376 434 367 652 1336 1132 356 1383 1172 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.7 42.4 0.0 47.0 42.1 43.7 4.6 11.5 5.0 17.0 5.8 0.0 Incr Delay (d2), s/veh 0.4 0.1 0.0 2.0 0.0 0.9 0.0 7.1 0.3 0.5 1.2 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 1.2 0.5 0.0 3.4 0.1 1.6 0.1 18.5 1.1 1.0 5.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.1 42.5 0.0 49.0 42.1 44.6 4.6 18.6 5.3 17.6 7.0 0.0 LnGrp LOS D D A D D D ABABAA Approach Vol, veh/h 65 196 1322 740 Approach Delay, s/veh 43.7 47.4 16.8 8.1 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 85.8 18.5 8.5 83.1 18.5 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 7.0 63.5 24.5 10.0 60.5 24.5 Max Q Clear Time (g_c+I1), s 2.2 17.9 5.8 3.0 51.1 12.5 Green Ext Time (p_c), s 0.0 4.9 0.2 0.1 6.0 0.4 Intersection Summary HCM 6th Ctrl Delay 17.3 HCM 6th LOS B Timing Report, Sorted By Phase Recent AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent 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-Min None None C-Min None Maximum Split (s) 11 69 30 14 66 30 Maximum Split (%) 10.0% 62.7% 27.3% 12.7% 60.0% 27.3% Minimum Split (s) 9.5 22.5 24.5 9.5 24.5 22.5 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 30.5 41.5 0.5 30.5 44.5 0.5 End Time (s) 41.5 0.5 30.5 44.5 0.5 30.5 Yield/Force Off (s) 37.5 105 25 40.5 105 25 Yield/Force Off 170(s) 37.5 95 13 40.5 93 15 Local Start Time (s) 35.5 46.5 5.5 35.5 49.5 5.5 Local Yield (s) 42.5 0 30 45.5 0 30 Local Yield 170(s) 42.5 100 18 45.5 98 20 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 105 (95%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Recent AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 46 52 125 6 241 14 1141 212 73 667 14 v/c Ratio 0.22 0.18 0.62 0.02 0.62 0.03 0.89 0.19 0.35 0.49 0.01 Control Delay 41.1 20.1 55.7 36.2 19.5 4.1 25.8 4.4 10.9 9.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.1 20.1 55.7 36.2 19.5 4.1 25.8 4.4 10.9 9.5 0.0 Queue Length 50th (ft) 29 12 84 4 41 2 402 17 10 141 0 Queue Length 95th (ft) 56 40 128 14 98 m5 #1026 63 33 341 0 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 200 Base Capacity (vph) 325 416 312 431 502 576 1277 1124 254 1361 1174 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.14 0.13 0.40 0.01 0.48 0.02 0.89 0.19 0.29 0.49 0.01 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Recent PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 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) 22 12 28 243 34 129 19 719 140 130 948 28 Future Volume (veh/h) 22 12 28 243 34 129 19 719 140 130 948 28 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 24 13 5 261 37 27 20 773 103 140 1019 4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 335 285 109 357 414 351 228 1154 978 375 1200 1017 Arrive On Green 0.22 0.22 0.21 0.22 0.22 0.22 0.03 0.62 0.62 0.05 0.64 0.64 Sat Flow, veh/h 1338 1286 495 1395 1870 1585 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 24 0 18 261 37 27 20 773 103 140 1019 4 Grp Sat Flow(s),veh/h/ln 1338 0 1781 1395 1870 1585 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 1.7 0.0 1.0 21.7 1.9 1.6 0.5 32.4 3.2 3.2 51.4 0.1 Cycle Q Clear(g_c), s 3.6 0.0 1.0 22.7 1.9 1.6 0.5 32.4 3.2 3.2 51.4 0.1 Prop In Lane 1.00 0.28 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 335 0 394 357 414 351 228 1154 978 375 1200 1017 V/C Ratio(X) 0.07 0.00 0.05 0.73 0.09 0.08 0.09 0.67 0.11 0.37 0.85 0.00 Avail Cap(c_a), veh/h 485 0 594 514 623 528 326 1154 978 532 1200 1017 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 0.0 36.9 45.7 37.1 37.0 17.8 15.0 9.4 12.7 16.9 7.7 Incr Delay (d2), s/veh 0.1 0.0 0.0 3.0 0.1 0.1 0.2 3.1 0.2 0.6 7.6 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 0.6 0.0 0.4 7.6 0.9 0.6 0.2 13.4 1.1 1.2 21.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.7 0.0 36.9 48.7 37.2 37.1 17.9 18.1 9.6 13.3 24.5 7.7 LnGrp LOS D A DDDDBBABCA Approach Vol, veh/h 42 325 896 1163 Approach Delay, s/veh 37.9 46.5 17.1 23.1 Approach LOS D D B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.4 82.0 31.5 9.4 79.1 31.5 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 9.0 56.0 39.0 16.0 49.0 39.0 Max Q Clear Time (g_c+I1), s 2.5 53.4 5.6 5.2 34.4 24.7 Green Ext Time (p_c), s 0.0 1.7 0.1 0.2 4.8 0.9 Intersection Summary HCM 6th Ctrl Delay 24.3 HCM 6th LOS C Timing Report, Sorted By Phase Recent PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent 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-Min None None C-Min None Maximum Split (s) 13 62 45 20 55 45 Maximum Split (%) 10.8% 51.7% 37.5% 16.7% 45.8% 37.5% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 35.5 48.5 110.5 35.5 55.5 110.5 End Time (s) 48.5 110.5 35.5 55.5 110.5 35.5 Yield/Force Off (s) 44.5 104.5 29.5 51.5 104.5 29.5 Yield/Force Off 170(s) 44.5 94.5 17.5 51.5 92.5 19.5 Local Start Time (s) 51 64 6 51 71 6 Local Yield (s) 60 0 45 67 0 45 Local Yield 170(s) 60 110 33 67 108 35 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 104.5 (87%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Recent PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates recent pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 24 43 261 37 139 20 773 151 140 1019 30 v/c Ratio 0.07 0.10 0.78 0.08 0.28 0.11 0.75 0.16 0.41 0.86 0.03 Control Delay 31.5 14.7 57.3 31.8 6.4 8.6 28.0 6.0 11.3 30.0 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.5 14.7 57.3 31.8 6.4 8.6 28.0 6.0 11.3 30.0 0.4 Queue Length 50th (ft) 14 8 190 22 0 5 509 11 33 526 0 Queue Length 95th (ft) 33 33 259 45 45 m11 #859 m45 73 #1150 3 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 200 Base Capacity (vph) 455 575 452 621 620 234 1030 920 419 1181 1027 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.05 0.07 0.58 0.06 0.22 0.09 0.75 0.16 0.33 0.86 0.03 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. 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 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 225 VPH AM 1881 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2517 VPH EB PM 200 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2024) BACKGROUND PEAK HOUR WARRANT AT TIMBERLINE/ZEPHYR MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 225 VPH AM 1881 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2517 VPH EB PM 200 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 225 VPH AM 1881 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2517 VPH EB PM 200 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 65 VPH AM 1757 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2217 VPH WB PM 33 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2024) BACKGROUND PEAK HOUR WARRANT AT TIMBERLINE/FOSSIL CREEK MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 65 VPH AM 1757 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2217 VPH WB PM 33 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 65 VPH AM 1757 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2217 VPH WB PM 33 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 65 VPH AM 1813 VPH *100 *150 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2292 VPH WB PM 33 VPH 2 OR MORE LANES & 1 LANE MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2024) TOTAL PEAK HOUR WARRANT AT TIMBERLINE/FOSSIL CREEK MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 65 VPH AM 1813 VPH *100 *150 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2292 VPH WB PM 33 VPH 2 OR MORE LANES & 1 LANE 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 65 VPH AM 1813 VPH *100 *150 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2292 VPH WB PM 33 VPH 2 OR MORE LANES & 1 LANE 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 APPENDIX E HCM 6th Signalized Intersection Summary Short Bkgrd AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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) 363 72 75 76 73 5 68 608 31 6 543 258 Future Volume (veh/h) 363 72 75 76 73 5 68 608 31 6 543 258 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 427 85 47 89 86 2 80 715 0 7 639 115 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 446 339 188 191 182 4 360 1055 894 314 994 842 Arrive On Green 0.17 0.30 0.30 0.10 0.10 0.10 0.05 0.56 0.00 0.02 0.53 0.53 Sat Flow, veh/h 1781 1132 626 1258 1820 42 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 427 0 132 89 0 88 80 715 0 7 639 115 Grp Sat Flow(s),veh/h/ln 1781 0 1758 1258 0 1863 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 19.0 0.0 6.3 7.5 0.0 4.9 2.1 29.7 0.0 0.2 26.8 4.0 Cycle Q Clear(g_c), s 19.0 0.0 6.3 7.5 0.0 4.9 2.1 29.7 0.0 0.2 26.8 4.0 Prop In Lane 1.00 0.36 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 446 0 527 191 0 186 360 1055 894 314 994 842 V/C Ratio(X) 0.96 0.00 0.25 0.47 0.00 0.47 0.22 0.68 0.00 0.02 0.64 0.14 Avail Cap(c_a), veh/h 446 0 687 306 0 356 383 1055 894 395 994 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.3 0.0 29.1 47.9 0.0 46.8 13.4 16.9 0.0 14.3 18.4 13.0 Incr Delay (d2), s/veh 32.1 0.0 0.2 1.8 0.0 1.9 0.3 3.5 0.0 0.0 3.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 2.6 2.4 0.0 2.3 0.8 12.6 0.0 0.1 11.5 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 70.4 0.0 29.4 49.7 0.0 48.6 13.8 20.4 0.0 14.4 21.6 13.4 LnGrp LOS E A C D A D B C A B C B Approach Vol, veh/h 559 177 795 761 Approach Delay, s/veh 60.7 49.2 19.8 20.2 Approach LOS E D B C Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.6 63.4 38.0 5.0 67.0 22.0 16.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 46.0 42.0 6.0 46.0 18.0 20.0 Max Q Clear Time (g_c+I1), s 4.1 28.8 8.3 2.2 31.7 21.0 9.5 Green Ext Time (p_c), s 0.0 4.1 0.7 0.0 4.0 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 32.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 10 52 48 10 52 22 26 Maximum Split (%) 9.1% 47.3% 43.6% 9.1% 47.3% 20.0% 23.6% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 54 64 6 54 64 6 28 End Time (s) 64 6 54 64 6 28 54 Yield/Force Off (s) 60 0 48 60 0 24 48 Yield/Force Off 170(s) 60 95 35 60 96 24 36 Local Start Time (s) 54 64 6 54 64 6 28 Local Yield (s) 60 0 48 60 0 24 48 Local Yield 170(s) 60 95 35 60 96 24 36 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 Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Bkgrd AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 427 173 89 92 80 715 36 7 639 304 v/c Ratio 0.76 0.26 0.57 0.38 0.28 0.73 0.04 0.03 0.75 0.34 Control Delay 38.1 17.0 57.7 45.3 14.2 27.4 0.1 13.8 31.7 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.1 17.0 57.7 45.3 14.2 27.4 0.1 13.8 31.7 6.5 Queue Length 50th (ft) 240 55 60 58 25 360 0 2 197 0 Queue Length 95th (ft) 311 95 100 96 47 #621 0 m9 428 77 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 559 712 230 354 284 973 878 268 862 893 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.76 0.24 0.39 0.26 0.28 0.73 0.04 0.03 0.74 0.34 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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) 308 86 92 54 92 15 89 672 42 7 709 419 Future Volume (veh/h) 308 86 92 54 92 15 89 672 42 7 709 419 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 328 91 61 57 98 11 95 715 1 7 754 249 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 364 273 183 167 143 16 314 1147 972 365 1088 922 Arrive On Green 0.15 0.26 0.26 0.09 0.09 0.09 0.05 0.61 0.61 0.02 0.58 0.58 Sat Flow, veh/h 1781 1044 700 1235 1652 185 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 328 0 152 57 0 109 95 715 1 7 754 249 Grp Sat Flow(s),veh/h/ln 1781 0 1744 1235 0 1837 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 18.0 0.0 8.5 5.3 0.0 6.9 2.4 28.7 0.0 0.2 33.9 9.4 Cycle Q Clear(g_c), s 18.0 0.0 8.5 5.3 0.0 6.9 2.4 28.7 0.0 0.2 33.9 9.4 Prop In Lane 1.00 0.40 1.00 0.10 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 364 0 456 167 0 159 314 1147 972 365 1088 922 V/C Ratio(X) 0.90 0.00 0.33 0.34 0.00 0.69 0.30 0.62 0.00 0.02 0.69 0.27 Avail Cap(c_a), veh/h 364 0 611 276 0 321 332 1147 972 439 1088 922 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.4 0.0 35.8 52.5 0.0 53.2 14.4 14.5 9.0 12.3 17.6 12.4 Incr Delay (d2), s/veh 24.4 0.0 0.4 1.2 0.0 5.1 0.5 2.6 0.0 0.0 3.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.1 0.0 3.6 1.7 0.0 3.4 0.9 11.9 0.0 0.1 14.5 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.8 0.0 36.3 53.7 0.0 58.4 14.9 17.1 9.0 12.3 21.2 13.2 LnGrp LOS E A D D AEBBABCB Approach Vol, veh/h 480 166 811 1010 Approach Delay, s/veh 57.1 56.8 16.8 19.2 Approach LOS EEBB Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.8 74.8 36.4 5.0 78.6 21.0 15.4 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 57.0 41.0 6.0 57.0 17.0 20.0 Max Q Clear Time (g_c+I1), s 4.4 35.9 10.5 2.2 30.7 20.0 8.9 Green Ext Time (p_c), s 0.0 6.0 0.8 0.0 5.0 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 28.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Bkgrd PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 10 63 47 10 63 21 26 Maximum Split (%) 8.3% 52.5% 39.2% 8.3% 52.5% 17.5% 21.7% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 88 98 41 88 98 41 62 End Time (s) 98 41 88 98 41 62 88 Yield/Force Off (s) 94 35 82 94 35 58 82 Yield/Force Off 170(s) 94 20 69 94 21 58 70 Local Start Time (s) 53 63 6 53 63 6 27 Local Yield (s) 59 0 47 59 0 23 47 Local Yield 170(s) 59 105 34 59 106 23 35 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Bkgrd PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 328 189 57 114 95 715 45 7 754 446 v/c Ratio 0.74 0.33 0.43 0.55 0.35 0.65 0.05 0.02 0.80 0.45 Control Delay 44.9 24.4 58.6 56.8 13.1 21.3 0.1 4.6 24.7 5.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.9 24.4 58.6 56.8 13.1 21.3 0.1 4.6 24.7 5.7 Queue Length 50th (ft) 204 79 42 80 29 347 0 2 568 82 Queue Length 95th (ft) #305 142 83 135 52 594 0 m2 #537 3 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 442 633 208 324 270 1095 972 342 944 988 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.74 0.30 0.27 0.35 0.35 0.65 0.05 0.02 0.80 0.45 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Bkgrd AM 10: Timberline & Fossil Creek Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 44 0 73 12 0 53 16 973 3 15 732 18 Future Vol, veh/h 44 0 73 12 0 53 16 973 3 15 732 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 50 0 83 14 0 60 18 1106 3 17 832 20 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1465 2021 426 1594 2030 555 852 0 0 1109 0 0 Stage 1 876 876 - 1144 1144 ------- Stage 2 589 1145 - 450 886 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 89 57 577 72 57 475 783 - - 625 - - Stage 1 310 365 - 213 273 ------- Stage 2 461 272 - 558 361 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 75 54 577 59 54 475 783 - - 625 - - Mov Cap-2 Maneuver 75 54 - 59 54 ------- Stage 1 303 355 - 208 267 ------- Stage 2 393 266 - 465 351 ------- Approach EB WB NB SB HCM Control Delay, s 52.6 31.9 0.2 0.2 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 783 - - 75 577 206 625 - - HCM Lane V/C Ratio 0.023 - - 0.667 0.144 0.359 0.027 - - HCM Control Delay (s) 9.7 - - 119.5 12.3 31.9 10.9 - - HCM Lane LOS A - - F B D B - - HCM 95th %tile Q(veh) 0.1 - - 3 0.5 1.5 0.1 - - HCM 6th TWSC Short Bkgrd PM 10: Timberline & Fossil Creek Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 1 23 6 1 26 33 938 19 48 1135 44 Future Vol, veh/h 29 1 23 6 1 26 33 938 19 48 1135 44 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 31 1 24 6 1 28 35 998 20 51 1207 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1903 2421 627 1784 2434 509 1254 0 0 1018 0 0 Stage 1 1333 1333 - 1078 1078 ------- Stage 2 570 1088 - 706 1356 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 42 32 426 52 31 509 551 - - 677 - - Stage 1 162 221 - 233 293 ------- Stage 2 474 290 - 393 216 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 35 28 426 43 27 509 551 - - 677 - - Mov Cap-2 Maneuver 35 28 - 43 27 ------- Stage 1 152 204 - 218 274 ------- Stage 2 418 271 - 341 200 ------- Approach EB WB NB SB HCM Control Delay, s 172.7 37.6 0.4 0.4 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 551 - - 35 426 145 677 - - HCM Lane V/C Ratio 0.064 - - 0.912 0.057 0.242 0.075 - - HCM Control Delay (s) 12 - - 294.4 14 37.6 10.8 - - HCM Lane LOS B - - F B E B - - HCM 95th %tile Q(veh) 0.2 - - 3.3 0.2 0.9 0.2 - - HCM 6th TWSC Short Bkgrd AM 8: Timberline & Rosen Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 53 22 4 1066 743 11 Future Vol, veh/h 53 22 4 1066 743 11 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 62 26 5 1254 874 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1511 437 887 0 - 0 Stage 1 874 ----- Stage 2 637 ----- 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 111 567 759 - - - Stage 1 369 ----- Stage 2 489 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 110 567 759 - - - Mov Cap-2 Maneuver 110 ----- Stage 1 366 ----- Stage 2 489 ----- Approach EB NB SB HCM Control Delay, s 63.2 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 759 - 144 - - HCM Lane V/C Ratio 0.006 - 0.613 - - HCM Control Delay (s) 9.8 - 63.2 - - HCM Lane LOS A - F - - HCM 95th %tile Q(veh) 0 - 3.2 - - HCM 6th TWSC Short Bkgrd PM 8: Timberline & Rosen Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 30 8 14 979 1219 63 Future Vol, veh/h 30 8 14 979 1219 63 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22222 Mvmt Flow 31 8 15 1020 1270 66 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1810 635 1336 0 - 0 Stage 1 1270 ----- Stage 2 540 ----- 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 70 421 512 - - - Stage 1 228 ----- Stage 2 548 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 68 421 512 - - - Mov Cap-2 Maneuver 68 ----- Stage 1 221 ----- Stage 2 548 ----- Approach EB NB SB HCM Control Delay, s 82.9 0.2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 512 - 83 - - HCM Lane V/C Ratio 0.028 - 0.477 - - HCM Control Delay (s) 12.2 - 82.9 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.1 - 2 - - HCM 6th Signalized Intersection Summary Short Bkgrd AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 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) 135 10 80 36 5 179 25 1060 34 74 638 50 Future Volume (veh/h) 135 10 80 36 5 179 25 1060 34 74 638 50 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 159 12 8 42 6 78 29 1247 38 87 751 30 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 260 202 135 321 22 287 570 2245 68 345 2321 1035 Arrive On Green 0.19 0.19 0.18 0.19 0.19 0.18 0.04 0.64 0.63 0.10 1.00 1.00 Sat Flow, veh/h 1314 1047 698 1392 114 1488 1781 3521 107 1781 3554 1585 Grp Volume(v), veh/h 159 0 20 42 0 84 29 629 656 87 751 30 Grp Sat Flow(s),veh/h/ln 1314 0 1745 1392 0 1603 1781 1777 1851 1781 1777 1585 Q Serve(g_s), s 12.9 0.0 1.0 2.8 0.0 5.0 0.6 21.8 21.9 1.7 0.0 0.0 Cycle Q Clear(g_c), s 17.9 0.0 1.0 3.8 0.0 5.0 0.6 21.8 21.9 1.7 0.0 0.0 Prop In Lane 1.00 0.40 1.00 0.93 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 260 0 336 321 0 309 570 1133 1180 345 2321 1035 V/C Ratio(X) 0.61 0.00 0.06 0.13 0.00 0.27 0.05 0.56 0.56 0.25 0.32 0.03 Avail Cap(c_a), veh/h 365 0 476 432 0 437 620 1133 1180 400 2321 1035 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 0.94 0.94 0.94 Uniform Delay (d), s/veh 45.4 0.0 36.4 37.8 0.0 38.2 6.0 11.2 11.2 7.8 0.0 0.0 Incr Delay (d2), s/veh 2.3 0.0 0.1 0.2 0.0 0.5 0.0 2.0 1.9 0.4 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.0 0.4 1.0 0.0 2.0 0.2 8.1 8.5 0.5 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.8 0.0 36.5 38.0 0.0 38.7 6.0 13.1 13.1 8.1 0.3 0.0 LnGrp LOS D A D D A D ABBAAA Approach Vol, veh/h 179 126 1314 868 Approach Delay, s/veh 46.5 38.5 13.0 1.1 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.9 76.8 26.2 8.6 75.1 26.2 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 59.0 29.0 8.0 57.0 29.0 Max Q Clear Time (g_c+I1), s 2.6 2.0 19.9 3.7 23.9 7.0 Green Ext Time (p_c), s 0.0 5.8 0.4 0.1 10.2 0.5 Intersection Summary HCM 6th Ctrl Delay 12.5 HCM 6th LOS B Timing Report, Sorted By Phase Short Bkgrd AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Min None None C-Min None Maximum Split (s) 10 65 35 12 63 35 Maximum Split (%) 9.1% 59.1% 31.8% 10.9% 57.3% 31.8% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 41 51 6 41 53 6 End Time (s) 51 6 41 53 6 41 Yield/Force Off (s) 47 0 35 49 0 35 Yield/Force Off 170(s) 47 96 20 49 96 20 Local Start Time (s) 41 51 6 41 53 6 Local Yield (s) 47 0 35 49 0 35 Local Yield 170(s) 47 96 20 49 96 20 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 6: Timberline & Zephyr Queues Short Bkgrd AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 159 106 42 217 29 1287 87 751 59 v/c Ratio 0.89 0.25 0.15 0.47 0.06 0.60 0.29 0.33 0.06 Control Delay 85.0 9.8 33.6 15.7 8.6 21.2 9.8 8.9 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 85.0 9.8 33.6 15.7 8.6 21.2 9.8 8.9 1.2 Queue Length 50th (ft) 108 7 24 41 8 322 14 121 1 Queue Length 95th (ft) #182 43 49 93 m14 483 31 143 6 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 225 508 343 539 505 2148 308 2255 1033 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.71 0.21 0.12 0.40 0.06 0.60 0.28 0.33 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 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) 120 10 70 26 15 96 100 863 46 142 1186 180 Future Volume (veh/h) 120 10 70 26 15 96 100 863 46 142 1186 180 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 128 11 8 28 16 11 106 918 47 151 1262 126 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 223 132 96 229 135 93 424 2445 125 501 2529 1128 Arrive On Green 0.13 0.13 0.12 0.13 0.13 0.12 0.05 0.71 0.70 0.10 1.00 1.00 Sat Flow, veh/h 1383 1007 732 1393 1033 710 1781 3439 176 1781 3554 1585 Grp Volume(v), veh/h 128 0 19 28 0 27 106 474 491 151 1262 126 Grp Sat Flow(s),veh/h/ln 1383 0 1739 1393 0 1743 1781 1777 1839 1781 1777 1585 Q Serve(g_s), s 10.8 0.0 1.2 2.2 0.0 1.6 1.8 12.6 12.7 2.8 0.0 0.0 Cycle Q Clear(g_c), s 12.4 0.0 1.2 3.3 0.0 1.6 1.8 12.6 12.7 2.8 0.0 0.0 Prop In Lane 1.00 0.42 1.00 0.41 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 223 0 228 229 0 229 424 1263 1307 501 2529 1128 V/C Ratio(X) 0.58 0.00 0.08 0.12 0.00 0.12 0.25 0.38 0.38 0.30 0.50 0.11 Avail Cap(c_a), veh/h 364 0 406 372 0 407 500 1263 1307 605 2529 1128 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 0.73 0.73 0.73 Uniform Delay (d), s/veh 51.5 0.0 46.0 47.2 0.0 46.2 3.7 6.8 6.9 4.4 0.0 0.0 Incr Delay (d2), s/veh 2.3 0.0 0.2 0.2 0.0 0.2 0.3 0.9 0.8 0.2 0.5 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 3.9 0.0 0.5 0.8 0.0 0.7 0.6 4.4 4.5 0.8 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.8 0.0 46.1 47.5 0.0 46.4 4.0 7.7 7.7 4.7 0.5 0.1 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 147 55 1071 1539 Approach Delay, s/veh 52.8 47.0 7.3 0.9 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.9 90.4 20.7 9.0 90.3 20.7 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 10.0 67.0 27.0 12.0 65.0 27.0 Max Q Clear Time (g_c+I1), s 3.8 2.0 14.4 4.8 14.7 5.3 Green Ext Time (p_c), s 0.1 13.3 0.3 0.2 7.0 0.1 Intersection Summary HCM 6th Ctrl Delay 7.0 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Min None None C-Min None Maximum Split (s) 14 73 33 16 71 33 Maximum Split (%) 11.7% 60.8% 27.5% 13.3% 59.2% 27.5% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 39 53 6 39 55 6 End Time (s) 53 6 39 55 6 39 Yield/Force Off (s) 49 0 33 51 0 33 Yield/Force Off 170(s) 49 106 18 51 106 18 Local Start Time (s) 39 53 6 39 55 6 Local Yield (s) 49 0 33 51 0 33 Local Yield 170(s) 49 106 18 51 106 18 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 Yellow Splits and Phases: 6: Timberline & Zephyr Queues Short Bkgrd PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 128 85 28 118 106 967 151 1262 191 v/c Ratio 0.72 0.27 0.14 0.35 0.31 0.42 0.33 0.54 0.17 Control Delay 68.8 13.6 42.0 13.2 5.6 10.1 7.0 12.8 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.8 13.6 42.0 13.2 5.6 10.1 7.0 12.8 4.2 Queue Length 50th (ft) 95 7 19 11 18 160 19 160 1 Queue Length 95th (ft) 154 49 44 59 m16 236 m66 350 47 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 263 434 305 456 376 2307 503 2348 1110 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.49 0.20 0.09 0.26 0.28 0.42 0.30 0.54 0.17 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 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) 39 16 28 126 5 215 12 1129 214 65 631 12 Future Volume (veh/h) 39 16 28 126 5 215 12 1129 214 65 631 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 46 19 1 148 6 104 14 1328 158 76 742 13 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 247 254 13 253 270 229 570 2475 1104 402 2579 45 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.05 1.00 1.00 0.05 0.72 0.72 Sat Flow, veh/h 1283 1761 93 1392 1870 1585 1781 3554 1585 1781 3573 63 Grp Volume(v), veh/h 46 0 20 148 6 104 14 1328 158 76 369 386 Grp Sat Flow(s),veh/h/ln 1283 0 1854 1392 1870 1585 1781 1777 1585 1781 1777 1859 Q Serve(g_s), s 3.5 0.0 1.0 11.3 0.3 6.6 0.2 0.0 0.0 1.2 8.0 8.0 Cycle Q Clear(g_c), s 3.8 0.0 1.0 12.3 0.3 6.6 0.2 0.0 0.0 1.2 8.0 8.0 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 247 0 268 253 270 229 570 2475 1104 402 1282 1342 V/C Ratio(X) 0.19 0.00 0.07 0.58 0.02 0.45 0.02 0.54 0.14 0.19 0.29 0.29 Avail Cap(c_a), veh/h 359 0 430 375 434 367 655 2475 1104 491 1282 1342 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 0.00 1.00 1.00 1.00 1.00 0.73 0.73 0.73 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.0 0.0 40.7 46.0 40.4 43.1 4.3 0.0 0.0 3.3 5.4 5.4 Incr Delay (d2), s/veh 0.4 0.0 0.1 2.1 0.0 1.4 0.0 0.6 0.2 0.2 0.6 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 1.1 0.0 0.5 4.0 0.1 2.6 0.1 0.2 0.1 0.3 2.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.4 0.0 40.8 48.2 40.4 44.5 4.3 0.6 0.2 3.5 5.9 5.9 LnGrp LOS D A DDDDAAAAAA Approach Vol, veh/h 66 258 1500 831 Approach Delay, s/veh 41.9 46.5 0.6 5.7 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 83.9 20.4 8.5 81.1 20.4 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 7.0 63.5 24.5 10.0 60.5 24.5 Max Q Clear Time (g_c+I1), s 2.2 10.0 5.8 3.2 2.0 14.3 Green Ext Time (p_c), s 0.0 5.0 0.2 0.1 14.6 0.5 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A Timing Report, Sorted By Phase Short Bkgrd AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb 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-Min None None C-Min None Maximum Split (s) 11 69 30 14 66 30 Maximum Split (%) 10.0% 62.7% 27.3% 12.7% 60.0% 27.3% Minimum Split (s) 9.5 22.5 24.5 9.5 24.5 22.5 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 30.5 41.5 0.5 30.5 44.5 0.5 End Time (s) 41.5 0.5 30.5 44.5 0.5 30.5 Yield/Force Off (s) 37.5 105 25 40.5 105 25 Yield/Force Off 170(s) 37.5 95 13 40.5 93 15 Local Start Time (s) 35.5 46.5 5.5 35.5 49.5 5.5 Local Yield (s) 42.5 0 30 45.5 0 30 Local Yield 170(s) 42.5 100 18 45.5 98 20 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 105 (95%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Short Bkgrd AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 46 52 148 6 253 14 1328 252 76 756 v/c Ratio 0.20 0.17 0.66 0.02 0.65 0.03 0.56 0.22 0.24 0.30 Control Delay 39.1 19.1 56.2 34.6 24.3 8.3 17.6 6.8 5.9 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.1 19.1 56.2 34.6 24.3 8.3 17.6 6.8 5.9 7.3 Queue Length 50th (ft) 28 11 99 4 64 3 262 30 11 74 Queue Length 95th (ft) 55 39 146 14 124 m9 418 89 27 161 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 325 416 312 431 484 573 2375 1141 359 2524 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.14 0.13 0.47 0.01 0.52 0.02 0.56 0.22 0.21 0.30 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Bkgrd PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 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) 22 12 28 290 34 136 19 856 167 137 1141 28 Future Volume (veh/h) 22 12 28 290 34 136 19 856 167 137 1141 28 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 24 13 6 312 37 33 20 920 89 147 1227 29 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 383 312 144 407 481 408 286 2051 915 484 2149 51 Arrive On Green 0.26 0.26 0.25 0.26 0.26 0.26 0.06 1.00 1.00 0.06 0.61 0.61 Sat Flow, veh/h 1331 1211 559 1393 1870 1585 1781 3554 1585 1781 3548 84 Grp Volume(v), veh/h 24 0 19 312 37 33 20 920 89 147 614 642 Grp Sat Flow(s),veh/h/ln 1331 0 1770 1393 1870 1585 1781 1777 1585 1781 1777 1855 Q Serve(g_s), s 1.7 0.0 1.0 26.0 1.8 1.9 0.5 0.0 0.0 3.8 25.0 25.0 Cycle Q Clear(g_c), s 3.5 0.0 1.0 27.0 1.8 1.9 0.5 0.0 0.0 3.8 25.0 25.0 Prop In Lane 1.00 0.32 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 383 0 456 407 481 408 286 2051 915 484 1076 1124 V/C Ratio(X) 0.06 0.00 0.04 0.77 0.08 0.08 0.07 0.45 0.10 0.30 0.57 0.57 Avail Cap(c_a), veh/h 495 0 605 525 639 542 339 2051 915 546 1076 1124 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 0.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.1 0.0 33.6 43.6 33.8 33.8 11.1 0.0 0.0 8.0 14.3 14.3 Incr Delay (d2), s/veh 0.1 0.0 0.0 5.0 0.1 0.1 0.1 0.6 0.2 0.3 2.2 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.4 9.3 0.8 0.7 0.2 0.2 0.0 1.4 9.9 10.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.1 0.0 33.6 48.6 33.8 33.9 11.2 0.6 0.2 8.3 16.5 16.4 LnGrp LOS D A CDCCBAAABB Approach Vol, veh/h 43 382 1029 1403 Approach Delay, s/veh 34.5 45.9 0.8 15.6 Approach LOS C D A B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.4 77.7 35.9 9.9 74.3 35.9 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 58.0 40.0 10.0 54.0 40.0 Max Q Clear Time (g_c+I1), s 2.5 27.0 5.5 5.8 2.0 29.0 Green Ext Time (p_c), s 0.0 9.6 0.1 0.1 7.9 0.9 Intersection Summary HCM 6th Ctrl Delay 14.6 HCM 6th LOS B Timing Report, Sorted By Phase Short Bkgrd PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb 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-Min None None C-Min None Maximum Split (s) 10 64 46 14 60 46 Maximum Split (%) 8.3% 53.3% 38.3% 11.7% 50.0% 38.3% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36.5 46.5 110.5 36.5 50.5 110.5 End Time (s) 46.5 110.5 36.5 50.5 110.5 36.5 Yield/Force Off (s) 42.5 104.5 30.5 46.5 104.5 30.5 Yield/Force Off 170(s) 42.5 94.5 18.5 46.5 92.5 20.5 Local Start Time (s) 52 62 6 52 66 6 Local Yield (s) 58 0 46 62 0 46 Local Yield 170(s) 58 110 34 62 108 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 104.5 (87%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Short Bkgrd PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates sb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 24 43 312 37 146 20 920 180 147 1257 v/c Ratio 0.06 0.09 0.83 0.07 0.27 0.08 0.49 0.19 0.38 0.59 Control Delay 29.1 13.6 58.6 29.3 5.8 7.9 14.4 2.5 11.9 18.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.1 13.6 58.6 29.3 5.8 7.9 14.4 2.5 11.9 18.1 Queue Length 50th (ft) 14 7 225 21 0 3 151 2 40 271 Queue Length 95th (ft) 32 33 313 44 45 m13 253 29 79 475 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 466 589 463 636 636 268 1880 925 399 2134 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.05 0.07 0.67 0.06 0.23 0.07 0.49 0.19 0.37 0.59 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX F HCM 6th Signalized Intersection Summary Long Bkgrd AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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) 420 80 100 80 75 10 85 730 35 15 635 310 Future Volume (veh/h) 420 80 100 80 75 10 85 730 35 15 635 310 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 442 84 63 84 79 6 89 768 0 16 668 169 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 490 145 109 120 123 9 399 1174 995 363 1132 960 Arrive On Green 0.14 0.15 0.15 0.07 0.07 0.07 0.05 0.63 0.00 0.03 0.61 0.61 Sat Flow, veh/h 3456 992 744 1781 1717 130 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 442 0 147 84 0 85 89 768 0 16 668 169 Grp Sat Flow(s),veh/h/ln 1728 0 1736 1781 0 1847 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 15.1 0.0 9.5 5.5 0.0 5.4 2.1 31.1 0.0 0.4 26.3 5.7 Cycle Q Clear(g_c), s 15.1 0.0 9.5 5.5 0.0 5.4 2.1 31.1 0.0 0.4 26.3 5.7 Prop In Lane 1.00 0.43 1.00 0.07 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 490 0 254 120 0 132 399 1174 995 363 1132 960 V/C Ratio(X) 0.90 0.00 0.58 0.70 0.00 0.64 0.22 0.65 0.00 0.04 0.59 0.18 Avail Cap(c_a), veh/h 490 0 420 134 0 323 417 1174 995 422 1132 960 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 0.0 47.8 54.8 0.0 54.2 10.8 14.1 0.0 11.7 14.5 10.5 Incr Delay (d2), s/veh 19.9 0.0 2.1 13.3 0.0 5.1 0.3 2.8 0.0 0.0 2.3 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 7.8 0.0 4.2 2.9 0.0 2.6 0.8 12.7 0.0 0.1 10.9 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 70.6 0.0 49.9 68.1 0.0 59.3 11.0 17.0 0.0 11.7 16.8 10.9 LnGrp LOS E A D EAEBBABBB Approach Vol, veh/h 589 169 857 853 Approach Delay, s/veh 65.4 63.7 16.3 15.5 Approach LOS EEBB Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.7 77.6 11.1 22.5 6.1 80.3 20.0 13.6 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 58.0 8.0 28.0 6.0 58.0 16.0 20.0 Max Q Clear Time (g_c+I1), s 4.1 28.3 7.5 11.5 2.4 33.1 17.1 7.4 Green Ext Time (p_c), s 0.0 5.3 0.0 0.6 0.0 5.5 0.0 0.2 Intersection Summary HCM 6th Ctrl Delay 31.0 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Bkgrd AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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 Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Min None None None C-Min None None Maximum Split (s) 10 64 12 34 10 64 20 26 Maximum Split (%) 8.3% 53.3% 10.0% 28.3% 8.3% 53.3% 16.7% 21.7% Minimum Split (s) 9.5 28 9.5 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 55555555 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) 15 13 14 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 62 6 18 52 62 6 26 End Time (s) 62 6 18 52 62 6 26 52 Yield/Force Off (s) 58 0 14 46 58 0 22 46 Yield/Force Off 170(s) 58 105 14 33 58 106 22 34 Local Start Time (s) 52 62 6 18 52 62 6 26 Local Yield (s) 58 0 14 46 58 0 22 46 Local Yield 170(s) 58 105 14 33 58 106 22 34 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Bkgrd AM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 442 189 84 90 89 768 37 16 668 326 v/c Ratio 0.80 0.55 0.58 0.48 0.24 0.69 0.04 0.05 0.67 0.33 Control Delay 60.9 39.1 69.1 56.2 10.0 22.4 0.1 17.0 40.9 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.9 39.1 69.1 56.2 10.0 22.4 0.1 17.0 40.9 14.1 Queue Length 50th (ft) 164 98 62 63 26 382 0 10 532 133 Queue Length 95th (ft) #270 172 #135 114 46 636 0 m19 559 143 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 550 449 149 324 366 1113 1000 325 994 992 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.80 0.42 0.56 0.28 0.24 0.69 0.04 0.05 0.67 0.33 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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) 375 90 120 55 100 20 115 785 45 20 840 500 Future Volume (veh/h) 375 90 120 55 100 20 115 785 45 20 840 500 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 395 95 82 58 105 15 121 826 0 21 884 335 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 474 166 143 89 147 21 249 1138 965 310 1100 932 Arrive On Green 0.14 0.18 0.18 0.05 0.09 0.09 0.05 0.61 0.00 0.03 0.59 0.59 Sat Flow, veh/h 3456 927 800 1781 1601 229 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 395 0 177 58 0 120 121 826 0 21 884 335 Grp Sat Flow(s),veh/h/ln 1728 0 1726 1781 0 1829 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 13.4 0.0 11.3 3.8 0.0 7.7 3.1 37.2 0.0 0.5 44.3 13.3 Cycle Q Clear(g_c), s 13.4 0.0 11.3 3.8 0.0 7.7 3.1 37.2 0.0 0.5 44.3 13.3 Prop In Lane 1.00 0.46 1.00 0.13 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 474 0 309 89 0 168 249 1138 965 310 1100 932 V/C Ratio(X) 0.83 0.00 0.57 0.65 0.00 0.72 0.49 0.73 0.00 0.07 0.80 0.36 Avail Cap(c_a), veh/h 490 0 417 134 0 320 264 1138 965 362 1100 932 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.4 0.0 45.1 56.0 0.0 53.0 19.8 16.5 0.0 14.1 19.3 12.9 Incr Delay (d2), s/veh 11.4 0.0 1.7 7.7 0.0 5.6 1.5 4.1 0.0 0.1 6.3 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 0.0 4.9 1.9 0.0 3.7 1.6 15.6 0.0 0.2 19.3 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.9 0.0 46.8 63.7 0.0 58.6 21.2 20.5 0.0 14.2 25.6 14.0 LnGrp LOS E A D E A E C C A B C B Approach Vol, veh/h 572 178 947 1240 Approach Delay, s/veh 57.2 60.3 20.6 22.3 Approach LOS E E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 75.5 9.0 26.5 6.5 78.0 19.5 16.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 58.0 8.0 28.0 6.0 58.0 16.0 20.0 Max Q Clear Time (g_c+I1), s 5.1 46.3 5.8 13.3 2.5 39.2 15.4 9.7 Green Ext Time (p_c), s 0.0 5.7 0.0 0.7 0.0 5.6 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 30.8 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Bkgrd PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 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 Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Min None None None C-Min None None Maximum Split (s) 10 64 12 34 10 64 20 26 Maximum Split (%) 8.3% 53.3% 10.0% 28.3% 8.3% 53.3% 16.7% 21.7% Minimum Split (s) 9.5 28 9.5 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 55555555 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) 15 13 14 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 62 6 18 52 62 6 26 End Time (s) 62 6 18 52 62 6 26 52 Yield/Force Off (s) 58 0 14 46 58 0 22 46 Yield/Force Off 170(s) 58 105 14 33 58 106 22 34 Local Start Time (s) 52 62 6 18 52 62 6 26 Local Yield (s) 58 0 14 46 58 0 22 46 Local Yield 170(s) 58 105 14 33 58 106 22 34 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 Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Bkgrd PM 16: Timberline & Trilby Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 395 221 58 126 121 826 47 21 884 526 v/c Ratio 0.83 0.57 0.46 0.57 0.58 0.74 0.05 0.08 0.90 0.52 Control Delay 65.5 39.1 65.7 56.8 29.7 24.9 0.1 13.7 38.6 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.5 39.1 65.7 56.8 29.7 24.9 0.1 13.7 38.6 12.8 Queue Length 50th (ft) 155 121 44 88 35 394 0 7 411 108 Queue Length 95th (ft) #227 196 89 146 #117 #827 0 m14 #917 219 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 486 450 132 323 207 1115 1002 280 985 1019 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.81 0.49 0.44 0.39 0.58 0.74 0.05 0.07 0.90 0.52 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Bkgrd AM 10: Timberline & Fossil Creek Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 1 65 10 1 55 20 1150 5 15 900 25 Future Vol, veh/h 30 1 65 10 1 55 20 1150 5 15 900 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 1 68 11 1 58 21 1211 5 16 947 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1640 2250 487 1762 2261 608 973 0 0 1216 0 0 Stage 1 992 992 - 1256 1256 ------- Stage 2 648 1258 - 506 1005 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 66 41 526 54 40 439 704 - - 569 - - Stage 1 264 322 - 181 241 ------- Stage 2 425 241 - 517 317 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 54 39 526 44 38 439 704 - - 569 - - Mov Cap-2 Maneuver 54 39 - 44 38 ------- Stage 1 256 313 - 176 234 ------- Stage 2 356 234 - 436 308 ------- Approach EB WB NB SB HCM Control Delay, s 56.7 38.8 0.2 0.2 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 704 - - 53 526 174 569 - - HCM Lane V/C Ratio 0.03 - - 0.616 0.13 0.399 0.028 - - HCM Control Delay (s) 10.3 - - 148.6 12.9 38.8 11.5 - - HCM Lane LOS B - - F B E B - - HCM 95th %tile Q(veh) 0.1 - - 2.5 0.4 1.8 0.1 - - HCM 6th TWSC Long Bkgrd PM 10: Timberline & Fossil Creek Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 20 5 1 25 50 1100 20 50 1420 55 Future Vol, veh/h 25 1 20 5 1 25 50 1100 20 50 1420 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 1 21 5 1 26 53 1158 21 53 1495 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2316 2915 777 2129 2934 590 1553 0 0 1179 0 0 Stage 1 1630 1630 - 1275 1275 ------- Stage 2 686 1285 - 854 1659 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 20 15 340 28 15 451 422 - - 588 - - Stage 1 106 158 - 177 236 ------- Stage 2 404 233 - 320 153 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 15 12 340 21 12 451 422 - - 588 - - Mov Cap-2 Maneuver ~ 15 12 - 21 12 ------- Stage 1 93 144 - 155 206 ------- Stage 2 331 204 - 271 139 ------- Approach EB WB NB SB HCM Control Delay, s$ 522.3 75.3 0.6 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 422 - - 15 340 82 588 - - HCM Lane V/C Ratio 0.125 - - 1.825 0.062 0.398 0.09 - - HCM Control Delay (s) 14.7 - -$ 911.6 16.3 75.3 11.7 - - HCM Lane LOS B - - F C F B - - HCM 95th %tile Q(veh) 0.4 - - 4.1 0.2 1.6 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Bkgrd AM 8: Timberline & Rosen Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 10 1225 900 15 Future Vol, veh/h 0 40 10 1225 900 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 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 0 42 11 1289 947 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 474 963 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 537 711 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 537 711 - - - Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 12.3 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 711 - 537 - - HCM Lane V/C Ratio 0.015 - 0.078 - - HCM Control Delay (s) 10.1 - 12.3 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Long Bkgrd PM 8: Timberline & Rosen Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb pm.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 20 30 1120 1505 85 Future Vol, veh/h 0 20 30 1120 1505 85 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 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 0 21 32 1179 1584 89 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 792 1673 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 332 380 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 332 380 - - - Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 16.6 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 380 - 332 - - HCM Lane V/C Ratio 0.083 - 0.063 - - HCM Control Delay (s) 15.3 - 16.6 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.3 - 0.2 - - HCM 6th Signalized Intersection Summary Long Bkgrd AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 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) 305 15 80 35 10 180 25 1165 35 90 800 55 Future Volume (veh/h) 305 15 80 35 10 180 25 1165 35 90 800 55 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 321 16 26 37 11 94 26 1226 35 95 842 26 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 410 205 333 472 54 460 452 1850 53 265 1919 856 Arrive On Green 0.32 0.32 0.31 0.32 0.32 0.31 0.03 0.52 0.52 0.10 1.00 1.00 Sat Flow, veh/h 1289 641 1042 1365 169 1442 1781 3528 101 1781 3554 1585 Grp Volume(v), veh/h 321 0 42 37 0 105 26 617 644 95 842 26 Grp Sat Flow(s),veh/h/ln 1289 0 1683 1365 0 1611 1781 1777 1852 1781 1777 1585 Q Serve(g_s), s 29.0 0.0 2.1 2.3 0.0 5.7 0.8 30.4 30.4 2.9 0.0 0.0 Cycle Q Clear(g_c), s 34.7 0.0 2.1 4.4 0.0 5.7 0.8 30.4 30.4 2.9 0.0 0.0 Prop In Lane 1.00 0.62 1.00 0.90 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 410 0 537 472 0 514 452 931 971 265 1919 856 V/C Ratio(X) 0.78 0.00 0.08 0.08 0.00 0.20 0.06 0.66 0.66 0.36 0.44 0.03 Avail Cap(c_a), veh/h 449 0 589 514 0 564 498 931 971 283 1919 856 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 0.92 0.92 0.92 Uniform Delay (d), s/veh 42.4 0.0 28.7 30.1 0.0 30.1 12.0 20.8 20.8 15.5 0.0 0.0 Incr Delay (d2), s/veh 8.1 0.0 0.1 0.1 0.0 0.2 0.1 3.7 3.6 0.8 0.7 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 10.1 0.0 0.9 0.8 0.0 2.3 0.3 12.8 13.3 1.1 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.5 0.0 28.8 30.1 0.0 30.3 12.0 24.5 24.4 16.3 0.7 0.1 LnGrp LOS D A C C A C B C C B A A Approach Vol, veh/h 363 142 1287 963 Approach Delay, s/veh 48.0 30.3 24.2 2.2 Approach LOS D C C A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.9 69.8 43.3 8.8 67.9 43.3 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 57.0 41.0 6.0 57.0 41.0 Max Q Clear Time (g_c+I1), s 2.8 2.0 36.7 4.9 32.4 7.7 Green Ext Time (p_c), s 0.0 6.8 0.6 0.0 9.0 0.7 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS B Timing Report, Sorted By Phase Long Bkgrd AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Min None None C-Min None Maximum Split (s) 10 63 47 10 63 47 Maximum Split (%) 8.3% 52.5% 39.2% 8.3% 52.5% 39.2% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 53 63 6 53 63 6 End Time (s) 63 6 53 63 6 53 Yield/Force Off (s) 59 0 47 59 0 47 Yield/Force Off 170(s) 59 106 32 59 106 32 Local Start Time (s) 53 63 6 53 63 6 Local Yield (s) 59 0 47 59 0 47 Local Yield 170(s) 59 106 32 59 106 32 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 6: Timberline & Zephyr Queues Long Bkgrd AM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb am.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 321 100 37 200 26 1263 95 842 58 v/c Ratio 0.92 0.17 0.09 0.32 0.07 0.73 0.45 0.45 0.07 Control Delay 69.9 8.2 26.4 10.9 12.4 28.6 23.3 17.5 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.9 8.2 26.4 10.9 12.4 28.6 23.3 17.5 2.3 Queue Length 50th (ft) 223 8 18 32 7 333 26 266 4 Queue Length 95th (ft) #408 46 44 90 m15 537 m74 196 m10 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 369 635 460 658 360 1763 209 1895 877 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.87 0.16 0.08 0.30 0.07 0.72 0.45 0.44 0.07 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 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) 215 15 60 25 20 95 95 980 45 145 1505 200 Future Volume (veh/h) 215 15 60 25 20 95 95 980 45 145 1505 200 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 226 16 11 26 21 18 100 1032 45 153 1584 144 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 318 214 147 329 193 165 278 2184 95 405 2260 1008 Arrive On Green 0.21 0.21 0.20 0.21 0.21 0.20 0.05 0.63 0.62 0.07 0.85 0.85 Sat Flow, veh/h 1368 1033 710 1383 930 797 1781 3469 151 1781 3554 1585 Grp Volume(v), veh/h 226 0 27 26 0 39 100 529 548 153 1584 144 Grp Sat Flow(s),veh/h/ln 1368 0 1743 1383 0 1727 1781 1777 1843 1781 1777 1585 Q Serve(g_s), s 19.3 0.0 1.5 1.9 0.0 2.2 2.3 18.8 18.8 3.6 20.2 1.9 Cycle Q Clear(g_c), s 21.5 0.0 1.5 3.4 0.0 2.2 2.3 18.8 18.8 3.6 20.2 1.9 Prop In Lane 1.00 0.41 1.00 0.46 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 318 0 361 329 0 358 278 1119 1161 405 2260 1008 V/C Ratio(X) 0.71 0.00 0.07 0.08 0.00 0.11 0.36 0.47 0.47 0.38 0.70 0.14 Avail Cap(c_a), veh/h 377 0 436 389 0 432 295 1119 1161 412 2260 1008 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 0.47 0.47 0.47 Uniform Delay (d), s/veh 47.3 0.0 38.5 39.7 0.0 38.8 9.0 11.7 11.7 8.4 4.9 3.5 Incr Delay (d2), s/veh 5.0 0.0 0.1 0.1 0.0 0.1 0.8 1.4 1.4 0.3 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 7.0 0.0 0.7 0.6 0.0 1.0 0.8 7.2 7.5 1.2 3.9 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.3 0.0 38.6 39.8 0.0 38.9 9.8 13.1 13.1 8.7 5.8 3.7 LnGrp LOS D A D D A D ABBAAA Approach Vol, veh/h 253 65 1177 1881 Approach Delay, s/veh 50.8 39.3 12.8 5.9 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 81.3 29.9 9.6 80.6 29.9 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 69.0 29.0 6.0 69.0 29.0 Max Q Clear Time (g_c+I1), s 4.3 22.2 23.5 5.6 20.8 5.4 Green Ext Time (p_c), s 0.0 18.6 0.4 0.0 8.2 0.2 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B Timing Report, Sorted By Phase Long Bkgrd PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb 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-Min None None C-Min None Maximum Split (s) 10 75 35 10 75 35 Maximum Split (%) 8.3% 62.5% 29.2% 8.3% 62.5% 29.2% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 41 51 6 41 51 6 End Time (s) 51 6 41 51 6 41 Yield/Force Off (s) 47 0 35 47 0 35 Yield/Force Off 170(s) 47 106 20 47 106 20 Local Start Time (s) 41 51 6 41 51 6 Local Yield (s) 47 0 35 47 0 35 Local Yield 170(s) 47 106 20 47 106 20 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 6: Timberline & Zephyr Queues Long Bkgrd PM 6: Timberline & Zephyr Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb pm.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 226 79 26 121 100 1079 153 1584 211 v/c Ratio 0.86 0.19 0.09 0.27 0.49 0.51 0.44 0.74 0.21 Control Delay 73.6 13.1 35.9 11.6 17.2 19.8 11.6 22.8 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 13.1 35.9 11.6 17.2 19.8 11.6 22.8 7.5 Queue Length 50th (ft) 164 10 16 13 23 251 43 393 23 Queue Length 95th (ft) #286 49 40 61 m46 472 m72 540 m60 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 295 457 328 483 205 2130 351 2152 1027 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.77 0.17 0.08 0.25 0.49 0.51 0.44 0.74 0.21 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 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) 40 15 30 155 5 255 10 1390 280 80 800 15 Future Volume (veh/h) 40 15 30 155 5 255 10 1390 280 80 800 15 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 42 16 4 163 5 159 11 1463 202 84 842 15 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 244 221 55 260 286 243 504 2456 1096 351 2563 46 Arrive On Green 0.15 0.15 0.14 0.15 0.15 0.15 0.04 1.00 1.00 0.05 0.72 0.72 Sat Flow, veh/h 1222 1444 361 1392 1870 1585 1781 3554 1585 1781 3572 64 Grp Volume(v), veh/h 42 0 20 163 5 159 11 1463 202 84 419 438 Grp Sat Flow(s),veh/h/ln 1222 0 1805 1392 1870 1585 1781 1777 1585 1781 1777 1859 Q Serve(g_s), s 3.6 0.0 1.1 13.6 0.3 11.3 0.2 0.0 0.0 1.5 10.5 10.5 Cycle Q Clear(g_c), s 3.9 0.0 1.1 14.8 0.3 11.3 0.2 0.0 0.0 1.5 10.5 10.5 Prop In Lane 1.00 0.20 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 244 0 276 260 286 243 504 2456 1096 351 1275 1334 V/C Ratio(X) 0.17 0.00 0.07 0.63 0.02 0.66 0.02 0.60 0.18 0.24 0.33 0.33 Avail Cap(c_a), veh/h 312 0 376 337 390 330 570 2456 1096 370 1275 1334 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 0.00 1.00 1.00 1.00 1.00 0.55 0.55 0.55 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.8 0.0 43.6 49.8 43.2 47.8 5.1 0.0 0.0 3.8 6.3 6.3 Incr Delay (d2), s/veh 0.3 0.0 0.1 2.5 0.0 3.0 0.0 0.6 0.2 0.3 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.5 4.8 0.1 4.6 0.1 0.2 0.1 0.5 3.6 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.1 0.0 43.7 52.3 43.2 50.8 5.1 0.6 0.2 4.1 7.0 6.9 LnGrp LOS D A DDDDAAAAAA Approach Vol, veh/h 62 327 1676 941 Approach Delay, s/veh 44.7 51.5 0.6 6.7 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.5 91.1 23.4 8.7 87.9 23.4 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 74.0 24.0 6.0 74.0 24.0 Max Q Clear Time (g_c+I1), s 2.2 12.5 5.9 3.5 2.0 16.8 Green Ext Time (p_c), s 0.0 5.9 0.2 0.0 18.3 0.6 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A Timing Report, Sorted By Phase Long Bkgrd AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb 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-Min None None C-Min None Maximum Split (s) 10 80 30 10 80 30 Maximum Split (%) 8.3% 66.7% 25.0% 8.3% 66.7% 25.0% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36.5 46.5 6.5 36.5 46.5 6.5 End Time (s) 46.5 6.5 36.5 46.5 6.5 36.5 Yield/Force Off (s) 42.5 0.5 30.5 42.5 0.5 30.5 Yield/Force Off 170(s) 42.5 110.5 18.5 42.5 108.5 20.5 Local Start Time (s) 36 46 6 36 46 6 Local Yield (s) 42 0 30 42 0 30 Local Yield 170(s) 42 110 18 42 108 20 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0.5 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Long Bkgrd AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 42 48 163 5 268 11 1463 295 84 858 v/c Ratio 0.18 0.16 0.73 0.02 0.73 0.02 0.61 0.25 0.31 0.33 Control Delay 42.8 20.3 65.4 38.8 36.5 7.8 23.2 7.5 7.2 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.8 20.3 65.4 38.8 36.5 7.8 23.2 7.5 7.2 6.9 Queue Length 50th (ft) 28 11 120 3 106 3 541 73 14 101 Queue Length 95th (ft) 59 43 190 14 195 m5 474 m74 31 201 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 292 374 281 388 428 509 2406 1164 269 2590 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.14 0.13 0.58 0.01 0.63 0.02 0.61 0.25 0.31 0.33 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Bkgrd PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 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) 25 10 30 385 35 160 20 1050 215 160 1440 30 Future Volume (veh/h) 25 10 30 385 35 160 20 1050 215 160 1440 30 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 11 10 405 37 61 21 1105 111 168 1516 31 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 442 278 253 477 577 489 187 1834 818 417 1973 40 Arrive On Green 0.31 0.31 0.30 0.31 0.31 0.31 0.06 1.00 1.00 0.07 0.55 0.55 Sat Flow, veh/h 1297 902 820 1391 1870 1585 1781 3554 1585 1781 3561 73 Grp Volume(v), veh/h 26 0 21 405 37 61 21 1105 111 168 755 792 Grp Sat Flow(s),veh/h/ln 1297 0 1723 1391 1870 1585 1781 1777 1585 1781 1777 1857 Q Serve(g_s), s 1.7 0.0 1.0 34.5 1.7 3.3 0.6 0.0 0.0 5.0 39.6 39.8 Cycle Q Clear(g_c), s 3.4 0.0 1.0 35.5 1.7 3.3 0.6 0.0 0.0 5.0 39.6 39.8 Prop In Lane 1.00 0.48 1.00 1.00 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 442 0 531 477 577 489 187 1834 818 417 984 1029 V/C Ratio(X) 0.06 0.00 0.04 0.85 0.06 0.12 0.11 0.60 0.14 0.40 0.77 0.77 Avail Cap(c_a), veh/h 442 0 531 477 577 489 238 1834 818 445 984 1029 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 0.00 1.00 1.00 1.00 1.00 0.80 0.80 0.80 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.5 0.0 29.2 41.5 29.3 29.9 17.5 0.0 0.0 10.6 20.8 20.8 Incr Delay (d2), s/veh 0.1 0.0 0.0 13.5 0.0 0.1 0.2 1.2 0.3 0.6 5.7 5.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.4 13.2 0.8 1.3 0.3 0.3 0.1 1.9 16.7 17.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.5 0.0 29.3 55.0 29.3 30.0 17.7 1.2 0.3 11.3 26.5 26.3 LnGrp LOS C A C E C C BAABCC Approach Vol, veh/h 47 503 1237 1715 Approach Delay, s/veh 30.0 50.1 1.4 24.9 Approach LOS C D A C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 71.5 42.0 11.1 66.9 42.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 62.0 36.0 9.0 59.0 36.0 Max Q Clear Time (g_c+I1), s 2.6 41.8 5.4 7.0 2.0 37.5 Green Ext Time (p_c), s 0.0 10.8 0.1 0.1 10.5 0.0 Intersection Summary HCM 6th Ctrl Delay 20.3 HCM 6th LOS C Timing Report, Sorted By Phase Long Bkgrd PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb 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-Min None None C-Min None Maximum Split (s) 10 68 42 13 65 42 Maximum Split (%) 8.3% 56.7% 35.0% 10.8% 54.2% 35.0% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 48.5 58.5 6.5 48.5 61.5 6.5 End Time (s) 58.5 6.5 48.5 61.5 6.5 48.5 Yield/Force Off (s) 54.5 0.5 42.5 57.5 0.5 42.5 Yield/Force Off 170(s) 54.5 110.5 30.5 57.5 108.5 32.5 Local Start Time (s) 48 58 6 48 61 6 Local Yield (s) 54 0 42 57 0 42 Local Yield 170(s) 54 110 30 57 108 32 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0.5 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Long Bkgrd PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/10/2019 Synchro 10 Light Report Delich Associates lb pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 26 43 405 37 168 21 1105 226 168 1548 v/c Ratio 0.06 0.08 0.90 0.06 0.27 0.13 0.65 0.26 0.60 0.80 Control Delay 28.6 13.2 62.8 28.3 7.3 6.8 14.7 1.7 19.9 26.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.6 13.2 62.8 28.3 7.3 6.8 14.7 1.7 19.9 26.0 Queue Length 50th (ft) 13 5 277 18 8 5 206 6 60 492 Queue Length 95th (ft) 37 33 #512 46 60 m7 248 m11 82 618 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 453 570 450 618 627 167 1777 899 282 1947 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.06 0.08 0.90 0.06 0.27 0.13 0.62 0.25 0.60 0.80 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. APPENDIX G HCM 6th Signalized Intersection Summary Short Total AM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 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) 371 72 75 76 73 5 68 614 31 6 561 282 Future Volume (veh/h) 371 72 75 76 73 5 68 614 31 6 561 282 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 436 85 47 89 86 2 80 722 0 7 660 131 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 446 339 188 191 182 4 345 1055 894 309 994 842 Arrive On Green 0.17 0.30 0.30 0.10 0.10 0.10 0.05 0.56 0.00 0.02 0.53 0.53 Sat Flow, veh/h 1781 1132 626 1258 1820 42 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 436 0 132 89 0 88 80 722 0 7 660 131 Grp Sat Flow(s),veh/h/ln 1781 0 1758 1258 0 1863 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 19.0 0.0 6.3 7.5 0.0 4.9 2.1 30.2 0.0 0.2 28.1 4.6 Cycle Q Clear(g_c), s 19.0 0.0 6.3 7.5 0.0 4.9 2.1 30.2 0.0 0.2 28.1 4.6 Prop In Lane 1.00 0.36 1.00 0.02 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 446 0 527 191 0 186 345 1055 894 309 994 842 V/C Ratio(X) 0.98 0.00 0.25 0.47 0.00 0.47 0.23 0.68 0.00 0.02 0.66 0.16 Avail Cap(c_a), veh/h 446 0 687 306 0 356 368 1055 894 391 994 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 0.0 29.1 47.9 0.0 46.8 13.9 17.0 0.0 14.5 18.7 13.2 Incr Delay (d2), s/veh 36.9 0.0 0.2 1.8 0.0 1.9 0.3 3.6 0.0 0.0 3.5 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 7.0 0.0 2.6 2.4 0.0 2.3 0.8 12.8 0.0 0.1 12.2 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 75.6 0.0 29.4 49.7 0.0 48.6 14.2 20.6 0.0 14.5 22.2 13.6 LnGrp LOS E A C D A D B C A B C B Approach Vol, veh/h 568 177 802 798 Approach Delay, s/veh 64.8 49.2 20.0 20.7 Approach LOS E D B C Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.6 63.4 38.0 5.0 67.0 22.0 16.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 46.0 42.0 6.0 46.0 18.0 20.0 Max Q Clear Time (g_c+I1), s 4.1 30.1 8.3 2.2 32.2 21.0 9.5 Green Ext Time (p_c), s 0.0 4.2 0.7 0.0 4.0 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 33.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total AM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st am.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 10 52 48 10 52 22 26 Maximum Split (%) 9.1% 47.3% 43.6% 9.1% 47.3% 20.0% 23.6% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 54 64 6 54 64 6 28 End Time (s) 64 6 54 64 6 28 54 Yield/Force Off (s) 60 0 48 60 0 24 48 Yield/Force Off 170(s) 60 95 35 60 96 24 36 Local Start Time (s) 54 64 6 54 64 6 28 Local Yield (s) 60 0 48 60 0 24 48 Local Yield 170(s) 60 95 35 60 96 24 36 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 Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Total AM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 436 173 89 92 80 722 36 7 660 332 v/c Ratio 0.78 0.26 0.57 0.38 0.30 0.74 0.04 0.03 0.77 0.37 Control Delay 39.6 17.1 57.7 45.3 14.4 27.4 0.1 14.3 41.9 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.6 17.1 57.7 45.3 14.4 27.4 0.1 14.3 41.9 10.2 Queue Length 50th (ft) 252 56 60 58 24 355 0 3 391 46 Queue Length 95th (ft) 320 95 100 96 47 #631 0 m7 446 83 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 556 711 230 354 270 976 881 265 864 903 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.78 0.24 0.39 0.26 0.30 0.74 0.04 0.03 0.76 0.37 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 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) 335 86 92 54 92 15 89 692 42 7 721 435 Future Volume (veh/h) 335 86 92 54 92 15 89 692 42 7 721 435 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 356 91 62 57 98 11 95 736 0 7 767 261 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 379 280 191 167 143 16 298 1131 959 342 1073 909 Arrive On Green 0.16 0.27 0.27 0.09 0.09 0.09 0.05 0.60 0.00 0.02 0.57 0.57 Sat Flow, veh/h 1781 1037 706 1234 1652 185 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 356 0 153 57 0 109 95 736 0 7 767 261 Grp Sat Flow(s),veh/h/ln 1781 0 1743 1234 0 1837 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 19.0 0.0 8.4 5.3 0.0 6.9 2.4 30.8 0.0 0.2 35.6 10.1 Cycle Q Clear(g_c), s 19.0 0.0 8.4 5.3 0.0 6.9 2.4 30.8 0.0 0.2 35.6 10.1 Prop In Lane 1.00 0.41 1.00 0.10 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 379 0 470 167 0 159 298 1131 959 342 1073 909 V/C Ratio(X) 0.94 0.00 0.33 0.34 0.00 0.69 0.32 0.65 0.00 0.02 0.71 0.29 Avail Cap(c_a), veh/h 379 0 625 276 0 321 316 1131 959 415 1073 909 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 0.0 35.1 52.5 0.0 53.2 15.4 15.5 0.0 13.2 18.5 13.1 Incr Delay (d2), s/veh 31.0 0.0 0.4 1.2 0.0 5.1 0.6 2.9 0.0 0.0 4.1 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 3.6 1.7 0.0 3.4 0.9 12.9 0.0 0.1 15.3 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.5 0.0 35.5 53.7 0.0 58.4 16.0 18.4 0.0 13.2 22.6 13.9 LnGrp LOS E A D D AEBBABCB Approach Vol, veh/h 509 166 831 1035 Approach Delay, s/veh 62.0 56.8 18.1 20.3 Approach LOS E E B C Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.8 73.8 37.4 5.0 77.6 22.0 15.4 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 56.0 42.0 6.0 56.0 18.0 20.0 Max Q Clear Time (g_c+I1), s 4.4 37.6 10.4 2.2 32.8 21.0 8.9 Green Ext Time (p_c), s 0.0 5.9 0.8 0.0 5.1 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 30.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Short Total PM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st pm.syn Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 10 62 48 10 62 22 26 Maximum Split (%) 8.3% 51.7% 40.0% 8.3% 51.7% 18.3% 21.7% Minimum Split (s) 9.5 28 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1 1.5 Minimum Initial (s) 5555555 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 12 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 99 41 89 99 41 63 End Time (s) 99 41 89 99 41 63 89 Yield/Force Off (s) 95 35 83 95 35 59 83 Yield/Force Off 170(s) 95 20 70 95 21 59 71 Local Start Time (s) 54 64 6 54 64 6 28 Local Yield (s) 60 0 48 60 0 24 48 Local Yield 170(s) 60 105 35 60 106 24 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Short Total PM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 356 189 57 114 95 736 45 7 767 463 v/c Ratio 0.79 0.33 0.43 0.55 0.37 0.68 0.05 0.02 0.82 0.47 Control Delay 47.6 24.1 58.6 56.8 13.9 22.5 0.1 5.9 24.3 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 24.1 58.6 56.8 13.9 22.5 0.1 5.9 24.3 4.7 Queue Length 50th (ft) 234 82 42 80 27 343 0 1 559 98 Queue Length 95th (ft) #347 140 83 135 53 634 0 m3 #750 47 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 452 647 208 324 254 1085 964 319 935 983 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.79 0.29 0.27 0.35 0.37 0.68 0.05 0.02 0.82 0.47 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Short Total AM 10: Timberline & Fossil Creek Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 44 0 73 12 0 53 16 987 3 15 774 18 Future Vol, veh/h 44 0 73 12 0 53 16 987 3 15 774 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 22222222222 Mvmt Flow 50 0 83 14 0 60 18 1122 3 17 880 20 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1521 2085 450 1634 2094 563 900 0 0 1125 0 0 Stage 1 924 924 - 1160 1160 ------- Stage 2 597 1161 - 474 934 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 81 52 556 67 52 470 751 - - 617 - - Stage 1 290 346 - 208 268 ------- Stage 2 456 268 - 540 343 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 68 49 556 55 49 470 751 - - 617 - - Mov Cap-2 Maneuver 68 49 - 55 49 ------- Stage 1 283 336 - 203 262 ------- Stage 2 388 262 - 447 333 ------- Approach EB WB NB SB HCM Control Delay, s 61.8 34.1 0.2 0.2 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 751 - - 68 556 196 617 - - HCM Lane V/C Ratio 0.024 - - 0.735 0.149 0.377 0.028 - - HCM Control Delay (s) 9.9 - - 143.5 12.6 34.1 11 - - HCM Lane LOS A - - F B D B - - HCM 95th %tile Q(veh) 0.1 - - 3.3 0.5 1.6 0.1 - - HCM 6th TWSC Short Total PM 10: Timberline & Fossil Creek Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 1 23 6 1 26 33 985 19 48 1163 44 Future Vol, veh/h 29 1 23 6 1 26 33 985 19 48 1163 44 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 22222222222 Mvmt Flow 31 1 24 6 1 28 35 1048 20 51 1237 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1958 2501 642 1849 2514 534 1284 0 0 1068 0 0 Stage 1 1363 1363 - 1128 1128 ------- Stage 2 595 1138 - 721 1386 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 38 28 417 46 28 491 536 - - 648 - - Stage 1 156 214 - 218 278 ------- Stage 2 458 275 - 385 209 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 31 24 417 37 24 491 536 - - 648 - - Mov Cap-2 Maneuver 31 24 - 37 24 ------- Stage 1 146 197 - 204 260 ------- Stage 2 402 257 - 332 192 ------- Approach EB WB NB SB HCM Control Delay, s 209.8 43 0.4 0.4 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 536 - - 31 417 129 648 - - HCM Lane V/C Ratio 0.065 - - 1.03 0.059 0.272 0.079 - - HCM Control Delay (s) 12.2 - -$ 359.8 14.2 43 11 - - HCM Lane LOS B - - F B E B - - HCM 95th %tile Q(veh) 0.2 - - 3.5 0.2 1 0.3 - - HCM 6th TWSC Short Total AM 8: Timberline & Rosen Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 55 27 5 1079 780 12 Future Vol, veh/h 55 27 5 1079 780 12 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 65 32 6 1269 918 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1565 459 932 0 - 0 Stage 1 918 ----- Stage 2 647 ----- 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 102 549 730 - - - Stage 1 349 ----- Stage 2 483 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 101 549 730 - - - Mov Cap-2 Maneuver 101 ----- Stage 1 346 ----- Stage 2 483 ----- Approach EB NB SB HCM Control Delay, s 76.5 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 730 - 138 - - HCM Lane V/C Ratio 0.008 - 0.699 - - HCM Control Delay (s) 10 - 76.5 - - HCM Lane LOS A - F - - HCM 95th %tile Q(veh) 0 - 4 - - HCM 6th TWSC Short Total PM 8: Timberline & Rosen Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 31 12 18 1022 1243 66 Future Vol, veh/h 31 12 18 1022 1243 66 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22222 Mvmt Flow 32 13 19 1065 1295 69 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1866 648 1364 0 - 0 Stage 1 1295 ----- Stage 2 571 ----- 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 64 413 500 - - - Stage 1 221 ----- Stage 2 529 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 62 413 500 - - - Mov Cap-2 Maneuver 62 ----- Stage 1 213 ----- Stage 2 529 ----- Approach EB NB SB HCM Control Delay, s 94.4 0.2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 500 - 81 - - HCM Lane V/C Ratio 0.038 - 0.553 - - HCM Control Delay (s) 12.5 - 94.4 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.1 - 2.4 - - HCM 6th Signalized Intersection Summary Short Total AM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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) 210 10 117 36 5 179 38 1062 34 74 639 75 Future Volume (veh/h) 210 10 117 36 5 179 38 1062 34 74 639 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 247 12 26 42 6 93 45 1249 38 87 752 40 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 342 138 299 402 25 395 531 1999 61 298 2047 913 Arrive On Green 0.26 0.26 0.25 0.26 0.26 0.25 0.04 0.57 0.56 0.10 1.00 1.00 Sat Flow, veh/h 1296 526 1139 1370 97 1503 1781 3521 107 1781 3554 1585 Grp Volume(v), veh/h 247 0 38 42 0 99 45 630 657 87 752 40 Grp Sat Flow(s),veh/h/ln 1296 0 1665 1370 0 1600 1781 1777 1851 1781 1777 1585 Q Serve(g_s), s 20.4 0.0 1.9 2.6 0.0 5.4 1.1 26.1 26.2 2.1 0.0 0.0 Cycle Q Clear(g_c), s 25.8 0.0 1.9 4.5 0.0 5.4 1.1 26.1 26.2 2.1 0.0 0.0 Prop In Lane 1.00 0.68 1.00 0.94 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 342 0 438 402 0 420 531 1009 1051 298 2047 913 V/C Ratio(X) 0.72 0.00 0.09 0.10 0.00 0.24 0.08 0.62 0.63 0.29 0.37 0.04 Avail Cap(c_a), veh/h 355 0 454 415 0 436 568 1009 1051 353 2047 913 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 0.94 0.94 0.94 Uniform Delay (d), s/veh 42.0 0.0 30.9 32.3 0.0 32.3 8.5 15.9 16.0 11.6 0.0 0.0 Incr Delay (d2), s/veh 6.7 0.0 0.1 0.1 0.0 0.3 0.1 2.9 2.8 0.5 0.5 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 7.1 0.0 0.8 0.9 0.0 2.1 0.4 10.5 10.9 0.8 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.8 0.0 30.9 32.4 0.0 32.5 8.6 18.8 18.8 12.1 0.5 0.1 LnGrp LOS D A C C A C ABBBAA Approach Vol, veh/h 285 141 1332 879 Approach Delay, s/veh 46.4 32.5 18.5 1.6 Approach LOS D C B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.7 68.4 33.9 8.6 67.4 33.9 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 59.0 29.0 8.0 57.0 29.0 Max Q Clear Time (g_c+I1), s 3.1 2.0 27.8 4.1 28.2 7.4 Green Ext Time (p_c), s 0.0 5.9 0.1 0.1 9.8 0.6 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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 Yes Yes Recall Mode None C-Min None None C-Min None Maximum Split (s) 10 65 35 12 63 35 Maximum Split (%) 9.1% 59.1% 31.8% 10.9% 57.3% 31.8% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 41 51 6 41 53 6 End Time (s) 51 6 41 53 6 41 Yield/Force Off (s) 47 0 35 49 0 35 Yield/Force Off 170(s) 47 96 20 49 96 20 Local Start Time (s) 41 51 6 41 53 6 Local Yield (s) 47 0 35 49 0 35 Local Yield 170(s) 47 96 20 49 96 20 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 6: Timberline & Zephyr Queues Short Total AM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 247 150 42 217 45 1289 87 752 88 v/c Ratio 0.83 0.26 0.12 0.37 0.11 0.71 0.36 0.40 0.10 Control Delay 60.3 7.5 29.5 12.8 11.1 28.6 16.5 14.4 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.3 7.5 29.5 12.8 11.1 28.6 16.5 14.4 1.9 Queue Length 50th (ft) 156 6 21 36 14 428 22 201 2 Queue Length 95th (ft) #300 47 49 93 m21 482 46 141 10 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 297 588 356 588 415 1920 250 1980 924 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.83 0.26 0.12 0.37 0.11 0.67 0.35 0.38 0.10 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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) 171 10 94 26 15 96 143 864 46 142 1189 263 Future Volume (veh/h) 171 10 94 26 15 96 143 864 46 142 1189 263 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 182 11 15 28 16 15 152 919 46 151 1265 174 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 276 123 168 280 152 143 400 2296 115 472 2373 1058 Arrive On Green 0.17 0.17 0.16 0.17 0.17 0.16 0.05 0.67 0.66 0.11 1.00 1.00 Sat Flow, veh/h 1378 717 978 1385 888 833 1781 3444 172 1781 3554 1585 Grp Volume(v), veh/h 182 0 26 28 0 31 152 474 491 151 1265 174 Grp Sat Flow(s),veh/h/ln 1378 0 1694 1385 0 1721 1781 1777 1839 1781 1777 1585 Q Serve(g_s), s 15.4 0.0 1.6 2.1 0.0 1.8 3.1 14.6 14.6 3.2 0.0 0.0 Cycle Q Clear(g_c), s 17.2 0.0 1.6 3.6 0.0 1.8 3.1 14.6 14.6 3.2 0.0 0.0 Prop In Lane 1.00 0.58 1.00 0.48 1.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 276 0 291 280 0 295 400 1185 1226 472 2373 1058 V/C Ratio(X) 0.66 0.00 0.09 0.10 0.00 0.10 0.38 0.40 0.40 0.32 0.53 0.16 Avail Cap(c_a), veh/h 361 0 395 365 0 401 471 1185 1226 570 2373 1058 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 0.68 0.68 0.68 Uniform Delay (d), s/veh 49.2 0.0 42.1 43.3 0.0 42.1 5.2 9.1 9.1 6.0 0.0 0.0 Incr Delay (d2), s/veh 2.8 0.0 0.1 0.2 0.0 0.2 0.6 1.0 1.0 0.3 0.6 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 5.5 0.0 0.7 0.7 0.0 0.8 1.1 5.4 5.6 1.0 0.2 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.0 0.0 42.2 43.5 0.0 42.3 5.8 10.1 10.1 6.2 0.6 0.2 LnGrp LOS D A D D A D ABBAAA Approach Vol, veh/h 208 59 1117 1590 Approach Delay, s/veh 50.8 42.9 9.5 1.1 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.3 85.1 25.6 9.4 85.0 25.6 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 10.0 67.0 27.0 12.0 65.0 27.0 Max Q Clear Time (g_c+I1), s 5.1 2.0 19.2 5.2 16.6 5.6 Green Ext Time (p_c), s 0.1 13.7 0.4 0.2 7.0 0.2 Intersection Summary HCM 6th Ctrl Delay 8.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Total PM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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 Yes Yes Yes Yes Recall Mode None C-Min None None C-Min None Maximum Split (s) 14 73 33 16 71 33 Maximum Split (%) 11.7% 60.8% 27.5% 13.3% 59.2% 27.5% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 39 53 6 39 55 6 End Time (s) 53 6 39 55 6 39 Yield/Force Off (s) 49 0 33 51 0 33 Yield/Force Off 170(s) 49 106 18 51 106 18 Local Start Time (s) 39 53 6 39 55 6 Local Yield (s) 49 0 33 51 0 33 Local Yield 170(s) 49 106 18 51 106 18 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 Yellow Splits and Phases: 6: Timberline & Zephyr Queues Short Total PM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 182 111 28 118 152 968 151 1265 280 v/c Ratio 0.80 0.28 0.12 0.30 0.47 0.45 0.35 0.58 0.26 Control Delay 70.1 10.8 38.5 11.6 9.0 12.8 8.2 15.2 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.1 10.8 38.5 11.6 9.0 12.8 8.2 15.2 4.1 Queue Length 50th (ft) 134 7 18 10 30 249 24 200 1 Queue Length 95th (ft) 211 53 43 58 m32 273 m58 311 45 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 275 455 282 459 343 2169 476 2183 1076 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.66 0.24 0.10 0.26 0.44 0.45 0.32 0.58 0.26 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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) 39 16 28 132 5 215 12 1188 232 65 651 12 Future Volume (veh/h) 39 16 28 132 5 215 12 1188 232 65 651 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 46 19 1 155 6 109 14 1398 177 76 766 13 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 253 263 14 260 279 237 553 2457 1096 380 2563 43 Arrive On Green 0.15 0.15 0.14 0.15 0.15 0.15 0.05 1.00 1.00 0.05 0.72 0.72 Sat Flow, veh/h 1277 1761 93 1392 1870 1585 1781 3554 1585 1781 3576 61 Grp Volume(v), veh/h 46 0 20 155 6 109 14 1398 177 76 381 398 Grp Sat Flow(s),veh/h/ln 1277 0 1854 1392 1870 1585 1781 1777 1585 1781 1777 1859 Q Serve(g_s), s 3.5 0.0 1.0 11.9 0.3 6.9 0.2 0.0 0.0 1.2 8.5 8.5 Cycle Q Clear(g_c), s 3.8 0.0 1.0 12.9 0.3 6.9 0.2 0.0 0.0 1.2 8.5 8.5 Prop In Lane 1.00 0.05 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 253 0 277 260 279 237 553 2457 1096 380 1273 1333 V/C Ratio(X) 0.18 0.00 0.07 0.60 0.02 0.46 0.03 0.57 0.16 0.20 0.30 0.30 Avail Cap(c_a), veh/h 358 0 430 375 434 367 638 2457 1096 469 1273 1333 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 0.00 1.00 1.00 1.00 1.00 0.61 0.61 0.61 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.6 0.0 40.3 45.8 39.9 42.7 4.5 0.0 0.0 3.4 5.6 5.6 Incr Delay (d2), s/veh 0.3 0.0 0.1 2.2 0.0 1.4 0.0 0.6 0.2 0.3 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.5 4.2 0.1 0.1 0.1 0.2 0.1 0.3 2.8 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.9 0.0 40.4 47.9 40.0 44.1 4.5 0.6 0.2 3.6 6.2 6.2 LnGrp LOS D A DDDDAAAAAA Approach Vol, veh/h 66 270 1589 855 Approach Delay, s/veh 41.4 46.2 0.6 6.0 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.7 83.3 20.9 8.5 80.6 20.9 Change Period (Y+Rc), s 4.0 5.5 5.5 4.0 5.5 5.5 Max Green Setting (Gmax), s 7.0 63.5 24.5 10.0 60.5 24.5 Max Q Clear Time (g_c+I1), s 2.2 10.5 5.8 3.2 2.0 14.9 Green Ext Time (p_c), s 0.0 5.2 0.2 0.1 16.1 0.5 Intersection Summary HCM 6th Ctrl Delay 7.6 HCM 6th LOS A Timing Report, Sorted By Phase Short Total AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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 Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 69 30 14 66 30 Maximum Split (%) 10.0% 62.7% 27.3% 12.7% 60.0% 27.3% Minimum Split (s) 9.5 22.5 24.5 9.5 24.5 22.5 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 111111 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 30.5 41.5 0.5 30.5 44.5 0.5 End Time (s) 41.5 0.5 30.5 44.5 0.5 30.5 Yield/Force Off (s) 37.5 105 25 40.5 105 25 Yield/Force Off 170(s) 37.5 95 13 40.5 93 15 Local Start Time (s) 35.5 46.5 5.5 35.5 49.5 5.5 Local Yield (s) 42.5 0 30 45.5 0 30 Local Yield 170(s) 42.5 100 18 45.5 98 20 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 105 (95%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Short Total AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 46 52 155 6 253 14 1398 273 76 780 v/c Ratio 0.19 0.17 0.68 0.02 0.65 0.03 0.59 0.24 0.26 0.31 Control Delay 38.7 19.0 56.8 34.6 25.0 8.2 22.9 8.4 6.3 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.7 19.0 56.8 34.6 25.0 8.2 22.9 8.4 6.3 7.5 Queue Length 50th (ft) 28 11 104 4 67 4 485 78 11 79 Queue Length 95th (ft) 55 39 152 14 129 m7 449 m86 27 166 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 325 416 312 431 479 557 2362 1139 338 2510 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.14 0.13 0.50 0.01 0.53 0.03 0.59 0.24 0.22 0.31 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Short Total PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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) 22 12 28 310 34 136 19 896 179 137 1207 28 Future Volume (veh/h) 22 12 28 310 34 136 19 896 179 137 1207 28 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 24 13 7 333 37 34 20 963 94 147 1298 29 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 403 312 168 428 509 432 258 1993 889 463 2099 47 Arrive On Green 0.27 0.27 0.26 0.27 0.27 0.27 0.06 1.00 1.00 0.06 0.59 0.59 Sat Flow, veh/h 1329 1144 616 1392 1870 1585 1781 3554 1585 1781 3554 79 Grp Volume(v), veh/h 24 0 20 333 37 34 20 963 94 147 649 678 Grp Sat Flow(s),veh/h/ln 1329 0 1760 1392 1870 1585 1781 1777 1585 1781 1777 1856 Q Serve(g_s), s 1.6 0.0 1.0 27.8 1.8 1.9 0.5 0.0 0.0 3.9 28.2 28.3 Cycle Q Clear(g_c), s 3.4 0.0 1.0 28.8 1.8 1.9 0.5 0.0 0.0 3.9 28.2 28.3 Prop In Lane 1.00 0.35 1.00 1.00 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 403 0 479 428 509 432 258 1993 889 463 1050 1096 V/C Ratio(X) 0.06 0.00 0.04 0.78 0.07 0.08 0.08 0.48 0.11 0.32 0.62 0.62 Avail Cap(c_a), veh/h 495 0 601 524 639 542 311 1993 889 523 1050 1096 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 0.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.7 0.0 32.3 42.7 32.4 32.5 12.5 0.0 0.0 8.7 15.8 15.8 Incr Delay (d2), s/veh 0.1 0.0 0.0 6.0 0.1 0.1 0.1 0.7 0.2 0.4 2.7 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.4 10.0 0.8 0.7 0.2 0.2 0.1 1.5 11.3 11.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.7 0.0 32.3 48.7 32.5 32.5 12.6 0.7 0.2 9.1 18.6 18.5 LnGrp LOS C A CDCCBAAABB Approach Vol, veh/h 44 404 1077 1474 Approach Delay, s/veh 33.1 45.9 0.9 17.6 Approach LOS C D A B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.4 75.9 37.7 10.0 72.3 37.7 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 58.0 40.0 10.0 54.0 40.0 Max Q Clear Time (g_c+I1), s 2.5 30.3 5.4 5.9 2.0 30.8 Green Ext Time (p_c), s 0.0 10.1 0.1 0.1 8.5 0.9 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B Timing Report, Sorted By Phase Short Total PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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-Min None None C-Min None Maximum Split (s) 10 64 46 14 60 46 Maximum Split (%) 8.3% 53.3% 38.3% 11.7% 50.0% 38.3% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36.5 46.5 110.5 36.5 50.5 110.5 End Time (s) 46.5 110.5 36.5 50.5 110.5 36.5 Yield/Force Off (s) 42.5 104.5 30.5 46.5 104.5 30.5 Yield/Force Off 170(s) 42.5 94.5 18.5 46.5 92.5 20.5 Local Start Time (s) 52 62 6 52 66 6 Local Yield (s) 58 0 46 62 0 46 Local Yield 170(s) 58 110 34 62 108 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 104.5 (87%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Short Total PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates st pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 24 43 333 37 146 20 963 192 147 1328 v/c Ratio 0.06 0.09 0.85 0.07 0.26 0.08 0.52 0.21 0.41 0.63 Control Delay 28.4 13.3 59.7 28.6 5.6 11.3 18.0 5.1 12.9 19.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.4 13.3 59.7 28.6 5.6 11.3 18.0 5.1 12.9 19.7 Queue Length 50th (ft) 13 7 240 21 0 3 162 2 42 308 Queue Length 95th (ft) 32 33 338 44 45 m17 370 62 79 516 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 466 589 463 636 636 241 1840 913 373 2096 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.05 0.07 0.72 0.06 0.23 0.08 0.52 0.21 0.39 0.63 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. APPENDIX H HCM 6th Signalized Intersection Summary Long Total AM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 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) 430 80 100 80 75 10 85 735 35 15 655 335 Future Volume (veh/h) 430 80 100 80 75 10 85 735 35 15 655 335 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 453 84 63 84 79 6 89 774 0 16 689 187 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 490 145 109 120 123 9 383 1174 995 360 1132 960 Arrive On Green 0.14 0.15 0.15 0.07 0.07 0.07 0.05 0.63 0.00 0.03 0.61 0.61 Sat Flow, veh/h 3456 992 744 1781 1717 130 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 453 0 147 84 0 85 89 774 0 16 689 187 Grp Sat Flow(s),veh/h/ln 1728 0 1736 1781 0 1847 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 15.5 0.0 9.5 5.5 0.0 5.4 2.1 31.5 0.0 0.4 27.6 6.3 Cycle Q Clear(g_c), s 15.5 0.0 9.5 5.5 0.0 5.4 2.1 31.5 0.0 0.4 27.6 6.3 Prop In Lane 1.00 0.43 1.00 0.07 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 490 0 254 120 0 132 383 1174 995 360 1132 960 V/C Ratio(X) 0.93 0.00 0.58 0.70 0.00 0.64 0.23 0.66 0.00 0.04 0.61 0.19 Avail Cap(c_a), veh/h 490 0 420 134 0 323 401 1174 995 418 1132 960 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.9 0.0 47.8 54.8 0.0 54.2 11.2 14.2 0.0 11.8 14.8 10.6 Incr Delay (d2), s/veh 23.6 0.0 2.1 13.3 0.0 5.1 0.3 2.9 0.0 0.1 2.4 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 8.2 0.0 4.2 2.9 0.0 2.6 0.8 12.9 0.0 0.1 11.5 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.5 0.0 49.9 68.1 0.0 59.3 11.5 17.1 0.0 11.8 17.2 11.0 LnGrp LOS E A D EAEBBABBB Approach Vol, veh/h 600 169 863 892 Approach Delay, s/veh 68.5 63.7 16.5 15.8 Approach LOS EEBB Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.7 77.6 11.1 22.5 6.1 80.3 20.0 13.6 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 58.0 8.0 28.0 6.0 58.0 16.0 20.0 Max Q Clear Time (g_c+I1), s 4.1 29.6 7.5 11.5 2.4 33.5 17.5 7.4 Green Ext Time (p_c), s 0.0 5.6 0.0 0.6 0.0 5.6 0.0 0.2 Intersection Summary HCM 6th Ctrl Delay 31.8 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Total AM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 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 Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Min None None None C-Min None None Maximum Split (s) 10 64 12 34 10 64 20 26 Maximum Split (%) 8.3% 53.3% 10.0% 28.3% 8.3% 53.3% 16.7% 21.7% Minimum Split (s) 9.5 28 9.5 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 55555555 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) 15 13 14 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 62 6 18 52 62 6 26 End Time (s) 62 6 18 52 62 6 26 52 Yield/Force Off (s) 58 0 14 46 58 0 22 46 Yield/Force Off 170(s) 58 105 14 33 58 106 22 34 Local Start Time (s) 52 62 6 18 52 62 6 26 Local Yield (s) 58 0 14 46 58 0 22 46 Local Yield 170(s) 58 105 14 33 58 106 22 34 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Total AM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 453 189 84 90 89 774 37 16 689 353 v/c Ratio 0.81 0.54 0.58 0.48 0.26 0.70 0.04 0.05 0.70 0.35 Control Delay 60.7 38.5 70.0 56.2 10.3 22.8 0.1 17.1 45.6 17.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.7 38.5 70.0 56.2 10.3 22.8 0.1 17.1 45.6 17.4 Queue Length 50th (ft) 168 96 62 63 27 396 0 10 548 143 Queue Length 95th (ft) #280 172 #135 114 46 646 0 m17 577 153 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 561 449 147 324 345 1106 995 316 988 996 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.81 0.42 0.57 0.28 0.26 0.70 0.04 0.05 0.70 0.35 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 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) 405 90 120 55 100 20 115 805 45 20 855 515 Future Volume (veh/h) 405 90 120 55 100 20 115 805 45 20 855 515 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 426 95 82 58 105 15 121 847 0 21 900 346 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 490 170 147 89 147 21 237 1130 958 292 1091 924 Arrive On Green 0.14 0.18 0.18 0.05 0.09 0.09 0.05 0.60 0.00 0.03 0.58 0.58 Sat Flow, veh/h 3456 927 800 1781 1601 229 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 426 0 177 58 0 120 121 847 0 21 900 346 Grp Sat Flow(s),veh/h/ln 1728 0 1726 1781 0 1829 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 14.5 0.0 11.2 3.8 0.0 7.7 3.1 39.3 0.0 0.6 46.4 14.0 Cycle Q Clear(g_c), s 14.5 0.0 11.2 3.8 0.0 7.7 3.1 39.3 0.0 0.6 46.4 14.0 Prop In Lane 1.00 0.46 1.00 0.13 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 490 0 316 89 0 168 237 1130 958 292 1091 924 V/C Ratio(X) 0.87 0.00 0.56 0.65 0.00 0.72 0.51 0.75 0.00 0.07 0.83 0.37 Avail Cap(c_a), veh/h 490 0 417 134 0 320 252 1130 958 344 1091 924 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.4 0.0 44.6 56.0 0.0 53.0 21.2 17.2 0.0 15.0 20.1 13.3 Incr Delay (d2), s/veh 15.5 0.0 1.6 7.7 0.0 5.6 1.7 4.6 0.0 0.1 7.1 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 0.0 4.9 1.9 0.0 3.7 1.8 16.7 0.0 0.2 20.5 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.9 0.0 46.2 63.7 0.0 58.6 22.9 21.8 0.0 15.1 27.2 14.5 LnGrp LOS E A D E A E C C A B C B Approach Vol, veh/h 603 178 968 1267 Approach Delay, s/veh 60.1 60.3 21.9 23.6 Approach LOS E E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 75.0 9.0 27.0 6.5 77.5 20.0 16.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 6.0 58.0 8.0 28.0 6.0 58.0 16.0 20.0 Max Q Clear Time (g_c+I1), s 5.1 48.4 5.8 13.2 2.6 41.3 16.5 9.7 Green Ext Time (p_c), s 0.0 5.1 0.0 0.7 0.0 5.5 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 32.5 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Timing Report, Sorted By Phase Long Total PM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 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 Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Min None None None C-Min None None Maximum Split (s) 10 64 12 34 10 64 20 26 Maximum Split (%) 8.3% 53.3% 10.0% 28.3% 8.3% 53.3% 16.7% 21.7% Minimum Split (s) 9.5 28 9.5 26 9.5 27 10.5 26 Yellow Time (s) 3 4.5 3 4.5 3 4.5 3 4.5 All-Red Time (s) 1 1.5 1 1.5 1 1.5 1 1.5 Minimum Initial (s) 55555555 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) 15 13 14 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 62 6 18 52 62 6 26 End Time (s) 62 6 18 52 62 6 26 52 Yield/Force Off (s) 58 0 14 46 58 0 22 46 Yield/Force Off 170(s) 58 105 14 33 58 106 22 34 Local Start Time (s) 52 62 6 18 52 62 6 26 Local Yield (s) 58 0 14 46 58 0 22 46 Local Yield 170(s) 58 105 14 33 58 106 22 34 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 Yellow Splits and Phases: 16: Timberline & Trilby Queues Long Total PM 16: Timberline & Trilby Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 426 221 58 126 121 847 47 21 900 542 v/c Ratio 0.88 0.57 0.46 0.57 0.59 0.76 0.05 0.08 0.92 0.53 Control Delay 70.3 38.8 65.7 56.8 30.7 25.9 0.1 14.2 42.4 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.3 38.8 65.7 56.8 30.7 25.9 0.1 14.2 42.4 14.0 Queue Length 50th (ft) 169 121 44 88 36 413 0 7 487 146 Queue Length 95th (ft) #255 196 89 146 #120 #860 0 m14 #941 226 Internal Link Dist (ft) 909 738 1193 874 Turn Bay Length (ft) 250 170 350 350 275 Base Capacity (vph) 486 450 132 323 206 1111 999 261 981 1019 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.88 0.49 0.44 0.39 0.59 0.76 0.05 0.08 0.92 0.53 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 10: Timberline & Fossil Creek Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 1 65 10 1 55 20 1165 5 15 945 25 Future Vol, veh/h 30 1 65 10 1 55 20 1165 5 15 945 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 1 68 11 1 58 21 1226 5 16 995 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1696 2313 511 1801 2324 616 1021 0 0 1231 0 0 Stage 1 1040 1040 - 1271 1271 ------- Stage 2 656 1273 - 530 1053 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 60 37 508 50 37 433 675 - - 562 - - Stage 1 246 306 - 178 237 ------- Stage 2 421 237 - 500 301 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 49 35 508 40 35 433 675 - - 562 - - Mov Cap-2 Maneuver 49 35 - 40 35 ------- Stage 1 238 297 - 172 230 ------- Stage 2 352 230 - 419 293 ------- Approach EB WB NB SB HCM Control Delay, s 65.7 42.6 0.2 0.2 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 675 - - 48 508 163 562 - - HCM Lane V/C Ratio 0.031 - - 0.68 0.135 0.426 0.028 - - HCM Control Delay (s) 10.5 - - 175.7 13.2 42.6 11.6 - - HCM Lane LOS B - - F B E B - - HCM 95th %tile Q(veh) 0.1 - - 2.7 0.5 1.9 0.1 - - HCM 6th TWSC Long Total PM 10: Timberline & Fossil Creek Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 11.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 20 5 1 25 50 1150 20 50 1450 55 Future Vol, veh/h 25 1 20 5 1 25 50 1150 20 50 1450 55 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 1 21 5 1 26 53 1211 21 53 1526 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2373 2999 792 2198 3018 616 1584 0 0 1232 0 0 Stage 1 1661 1661 - 1328 1328 ------- Stage 2 712 1338 - 870 1690 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 18 13 332 25 13 433 411 - - 561 - - Stage 1 101 153 - 164 223 ------- Stage 2 389 220 - 313 148 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 13 10 332 18 10 433 411 - - 561 - - Mov Cap-2 Maneuver ~ 13 10 - 18 10 ------- Stage 1 88 139 - 143 194 ------- Stage 2 317 192 - 263 134 ------- Approach EB WB NB SB HCM Control Delay, s $ 629 93.1 0.6 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 411 - - 13 332 71 561 - - HCM Lane V/C Ratio 0.128 - - 2.105 0.063 0.46 0.094 - - HCM Control Delay (s) 15 - - $ 1100 16.6 93.1 12.1 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 0.4 - - 4.2 0.2 1.8 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total AM 8: Timberline & Rosen Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates lt am.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 45 10 1240 940 15 Future Vol, veh/h 0 45 10 1240 940 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 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 0 47 11 1305 989 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 495 1005 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 520 685 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 520 685 - - - Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 12.6 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 685 - 520 - - HCM Lane V/C Ratio 0.015 - 0.091 - - HCM Control Delay (s) 10.3 - 12.6 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Long Total PM 8: Timberline & Rosen Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates lt pm.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 25 35 1165 1530 90 Future Vol, veh/h 0 25 35 1165 1530 90 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 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 0 26 37 1226 1611 95 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 806 1706 0 - 0 Stage 1 - ----- Stage 2 - ----- Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - ----- Critical Hdwy Stg 2 - ----- Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 325 369 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 325 369 - - - Mov Cap-2 Maneuver - ----- Stage 1 - ----- Stage 2 - ----- Approach EB NB SB HCM Control Delay, s 17.1 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 369 - 325 - - HCM Lane V/C Ratio 0.1 - 0.081 - - HCM Control Delay (s) 15.8 - 17.1 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.3 - 0.3 - - HCM 6th Signalized Intersection Summary Long Total AM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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) 385 15 120 35 10 180 40 1165 35 90 800 80 Future Volume (veh/h) 385 15 120 35 10 180 40 1165 35 90 800 80 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 405 16 45 37 11 102 42 1226 35 95 842 37 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 444 152 426 496 55 508 442 1738 50 245 1784 796 Arrive On Green 0.35 0.35 0.34 0.35 0.35 0.34 0.04 0.49 0.48 0.10 1.00 1.00 Sat Flow, veh/h 1280 433 1218 1341 157 1452 1781 3528 101 1781 3554 1585 Grp Volume(v), veh/h 405 0 61 37 0 113 42 617 644 95 842 37 Grp Sat Flow(s),veh/h/ln 1280 0 1651 1341 0 1609 1781 1777 1852 1781 1777 1585 Q Serve(g_s), s 36.0 0.0 3.0 2.3 0.0 6.0 1.4 32.4 32.5 3.1 0.0 0.0 Cycle Q Clear(g_c), s 42.0 0.0 3.0 5.3 0.0 6.0 1.4 32.4 32.5 3.1 0.0 0.0 Prop In Lane 1.00 0.74 1.00 0.90 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 444 0 578 496 0 563 442 875 912 245 1784 796 V/C Ratio(X) 0.91 0.00 0.11 0.07 0.00 0.20 0.10 0.71 0.71 0.39 0.47 0.05 Avail Cap(c_a), veh/h 444 0 578 496 0 563 475 875 912 262 1784 796 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 0.92 0.92 0.92 Uniform Delay (d), s/veh 42.9 0.0 26.6 28.1 0.0 27.6 13.4 23.7 23.7 17.8 0.0 0.0 Incr Delay (d2), s/veh 22.8 0.0 0.1 0.1 0.0 0.2 0.1 4.8 4.6 0.9 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 14.9 0.0 1.2 0.8 0.0 2.3 0.5 14.0 14.6 1.2 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.7 0.0 26.7 28.2 0.0 27.8 13.5 28.4 28.3 18.8 0.8 0.1 LnGrp LOS E A C C A C B C C B A A Approach Vol, veh/h 466 150 1303 974 Approach Delay, s/veh 60.6 27.9 27.9 2.5 Approach LOS E C C A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 65.2 47.0 8.9 64.1 47.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 57.0 41.0 6.0 57.0 41.0 Max Q Clear Time (g_c+I1), s 3.4 2.0 44.0 5.1 34.5 8.0 Green Ext Time (p_c), s 0.0 6.8 0.0 0.0 8.7 0.8 Intersection Summary HCM 6th Ctrl Delay 24.6 HCM 6th LOS C Timing Report, Sorted By Phase Long Total AM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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 Yes Yes Yes Yes Recall Mode None C-Min None None C-Min None Maximum Split (s) 10 63 47 10 63 47 Maximum Split (%) 8.3% 52.5% 39.2% 8.3% 52.5% 39.2% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 53 63 6 53 63 6 End Time (s) 63 6 53 63 6 53 Yield/Force Off (s) 59 0 47 59 0 47 Yield/Force Off 170(s) 59 106 32 59 106 32 Local Start Time (s) 53 63 6 53 63 6 Local Yield (s) 59 0 47 59 0 47 Local Yield 170(s) 59 106 32 59 106 32 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 6: Timberline & Zephyr Queues Long Total AM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 405 142 37 200 42 1263 95 842 84 v/c Ratio 0.96 0.20 0.08 0.28 0.14 0.81 0.57 0.52 0.11 Control Delay 72.0 6.8 25.7 10.4 13.3 34.8 35.4 22.4 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.0 6.8 25.7 10.4 13.3 34.8 35.4 22.4 2.6 Queue Length 50th (ft) 307 8 18 32 12 344 25 268 6 Queue Length 95th (ft) #546 52 45 90 m22 538 m86 196 m13 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 422 711 475 710 305 1705 167 1710 808 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.96 0.20 0.08 0.28 0.14 0.74 0.57 0.49 0.10 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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) 270 15 85 25 20 95 140 980 45 145 1510 280 Future Volume (veh/h) 270 15 85 25 20 95 140 980 45 145 1510 280 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 284 16 20 26 21 22 147 1032 44 153 1589 192 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 371 187 234 378 207 217 253 2033 87 379 2086 930 Arrive On Green 0.25 0.25 0.24 0.25 0.25 0.24 0.06 0.59 0.58 0.08 0.78 0.78 Sat Flow, veh/h 1364 756 945 1372 836 876 1781 3473 148 1781 3554 1585 Grp Volume(v), veh/h 284 0 36 26 0 43 147 528 548 153 1589 192 Grp Sat Flow(s),veh/h/ln 1364 0 1700 1372 0 1713 1781 1777 1844 1781 1777 1585 Q Serve(g_s), s 24.4 0.0 2.0 1.8 0.0 2.3 3.9 21.0 21.1 4.1 29.0 3.8 Cycle Q Clear(g_c), s 26.7 0.0 2.0 3.7 0.0 2.3 3.9 21.0 21.1 4.1 29.0 3.8 Prop In Lane 1.00 0.56 1.00 0.51 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 371 0 421 378 0 424 253 1040 1080 379 2086 930 V/C Ratio(X) 0.76 0.00 0.09 0.07 0.00 0.10 0.58 0.51 0.51 0.40 0.76 0.21 Avail Cap(c_a), veh/h 374 0 425 381 0 428 256 1040 1080 379 2086 930 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 0.39 0.39 0.39 Uniform Delay (d), s/veh 45.1 0.0 34.9 36.1 0.0 35.0 16.1 14.7 14.7 10.7 8.6 5.8 Incr Delay (d2), s/veh 9.0 0.0 0.1 0.1 0.0 0.1 3.2 1.8 1.7 0.3 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 9.1 0.0 0.8 0.6 0.0 1.0 1.8 8.4 8.7 1.4 6.1 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.2 0.0 35.0 36.2 0.0 35.1 19.3 16.4 16.4 11.0 9.7 6.0 LnGrp LOS D A C D A D BBBBAA Approach Vol, veh/h 320 69 1223 1934 Approach Delay, s/veh 52.0 35.5 16.8 9.4 Approach LOS D D B A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.8 75.4 34.7 10.0 75.3 34.7 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 69.0 29.0 6.0 69.0 29.0 Max Q Clear Time (g_c+I1), s 5.9 31.0 28.7 6.1 23.1 5.7 Green Ext Time (p_c), s 0.0 17.6 0.0 0.0 8.2 0.2 Intersection Summary HCM 6th Ctrl Delay 16.3 HCM 6th LOS B Timing Report, Sorted By Phase Long Total PM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 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-Min None None C-Min None Maximum Split (s) 10 75 35 10 75 35 Maximum Split (%) 8.3% 62.5% 29.2% 8.3% 62.5% 29.2% Minimum Split (s) 9.5 27 28 9.5 27 28 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 14 15 14 15 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 41 51 6 41 51 6 End Time (s) 51 6 41 51 6 41 Yield/Force Off (s) 47 0 35 47 0 35 Yield/Force Off 170(s) 47 106 20 47 106 20 Local Start Time (s) 41 51 6 41 51 6 Local Yield (s) 47 0 35 47 0 35 Local Yield 170(s) 47 106 20 47 106 20 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 6: Timberline & Zephyr Queues Long Total PM 6: Timberline & Zephyr Rennat Property 07/15/2019 Synchro 10 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 284 105 26 121 147 1079 153 1589 295 v/c Ratio 0.92 0.22 0.08 0.25 0.79 0.54 0.48 0.79 0.29 Control Delay 78.1 11.0 35.1 11.3 42.9 20.2 12.6 25.9 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.1 11.0 35.1 11.3 42.9 20.2 12.6 25.9 7.2 Queue Length 50th (ft) 215 9 15 12 58 279 37 335 19 Queue Length 95th (ft) #389 54 40 61 m#96 m472 m69 m543 m77 Internal Link Dist (ft) 337 353 400 2203 Turn Bay Length (ft) 75 75 150 150 200 Base Capacity (vph) 313 488 327 497 186 2055 322 2064 1018 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.91 0.22 0.08 0.24 0.79 0.53 0.48 0.77 0.29 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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) 40 15 30 160 5 255 10 1450 300 80 820 15 Future Volume (veh/h) 40 15 30 160 5 255 10 1450 300 80 820 15 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 42 16 4 168 5 164 11 1526 220 84 863 15 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 248 226 57 265 293 248 491 2444 1090 334 2552 44 Arrive On Green 0.16 0.16 0.15 0.16 0.16 0.16 0.04 1.00 1.00 0.05 0.71 0.71 Sat Flow, veh/h 1216 1444 361 1392 1870 1585 1781 3554 1585 1781 3574 62 Grp Volume(v), veh/h 42 0 20 168 5 164 11 1526 220 84 429 449 Grp Sat Flow(s),veh/h/ln 1216 0 1805 1392 1870 1585 1781 1777 1585 1781 1777 1859 Q Serve(g_s), s 3.6 0.0 1.1 14.0 0.3 11.7 0.2 0.0 0.0 1.5 10.9 10.9 Cycle Q Clear(g_c), s 3.9 0.0 1.1 15.2 0.3 11.7 0.2 0.0 0.0 1.5 10.9 10.9 Prop In Lane 1.00 0.20 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 248 0 283 265 293 248 491 2444 1090 334 1269 1328 V/C Ratio(X) 0.17 0.00 0.07 0.63 0.02 0.66 0.02 0.62 0.20 0.25 0.34 0.34 Avail Cap(c_a), veh/h 311 0 376 337 390 330 558 2444 1090 354 1269 1328 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 0.00 1.00 1.00 1.00 1.00 0.41 0.41 0.41 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.5 0.0 43.3 49.6 42.8 47.6 5.3 0.0 0.0 3.9 6.5 6.5 Incr Delay (d2), s/veh 0.3 0.0 0.1 2.5 0.0 3.0 0.0 0.5 0.2 0.4 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.5 5.0 0.1 4.7 0.1 0.2 0.1 0.5 3.8 3.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.8 0.0 43.4 52.2 42.8 50.6 5.3 0.5 0.2 4.3 7.2 7.2 LnGrp LOS D A DDDDAAAAAA Approach Vol, veh/h 62 337 1757 962 Approach Delay, s/veh 44.3 51.3 0.5 6.9 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.5 90.7 23.8 8.7 87.5 23.8 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 74.0 24.0 6.0 74.0 24.0 Max Q Clear Time (g_c+I1), s 2.2 12.9 5.9 3.5 2.0 17.2 Green Ext Time (p_c), s 0.0 6.1 0.2 0.0 20.0 0.6 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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-Min None None C-Min None Maximum Split (s) 10 80 30 10 80 30 Maximum Split (%) 8.3% 66.7% 25.0% 8.3% 66.7% 25.0% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 36.5 46.5 6.5 36.5 46.5 6.5 End Time (s) 46.5 6.5 36.5 46.5 6.5 36.5 Yield/Force Off (s) 42.5 0.5 30.5 42.5 0.5 30.5 Yield/Force Off 170(s) 42.5 110.5 18.5 42.5 108.5 20.5 Local Start Time (s) 36 46 6 36 46 6 Local Yield (s) 42 0 30 42 0 30 Local Yield 170(s) 42 110 18 42 108 20 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0.5 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Long Total AM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates lt am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 42 48 168 5 268 11 1526 316 84 879 v/c Ratio 0.18 0.15 0.73 0.02 0.73 0.02 0.64 0.27 0.34 0.34 Control Delay 42.3 20.1 65.1 38.4 37.1 7.6 20.8 6.8 7.9 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.3 20.1 65.1 38.4 37.1 7.6 20.8 6.8 7.9 7.1 Queue Length 50th (ft) 28 10 124 3 110 3 562 76 14 107 Queue Length 95th (ft) 59 43 196 14 200 m5 m498 m70 31 207 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 292 374 281 388 424 497 2398 1164 251 2575 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.14 0.13 0.60 0.01 0.63 0.02 0.64 0.27 0.33 0.34 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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) 25 10 30 405 35 160 20 1090 230 160 1505 30 Future Volume (veh/h) 25 10 30 405 35 160 20 1090 230 160 1505 30 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 11 10 426 37 67 21 1147 122 168 1584 31 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 440 278 253 477 577 489 174 1834 818 405 1975 39 Arrive On Green 0.31 0.31 0.30 0.31 0.31 0.31 0.06 1.00 1.00 0.07 0.55 0.55 Sat Flow, veh/h 1290 902 820 1391 1870 1585 1781 3554 1585 1781 3565 70 Grp Volume(v), veh/h 26 0 21 426 37 67 21 1147 122 168 788 827 Grp Sat Flow(s),veh/h/ln 1290 0 1723 1391 1870 1585 1781 1777 1585 1781 1777 1858 Q Serve(g_s), s 1.7 0.0 1.0 36.0 1.7 3.7 0.6 0.0 0.0 5.0 42.7 42.9 Cycle Q Clear(g_c), s 3.4 0.0 1.0 37.0 1.7 3.7 0.6 0.0 0.0 5.0 42.7 42.9 Prop In Lane 1.00 0.48 1.00 1.00 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 440 0 531 477 577 489 174 1834 818 405 984 1029 V/C Ratio(X) 0.06 0.00 0.04 0.89 0.06 0.14 0.12 0.63 0.15 0.41 0.80 0.80 Avail Cap(c_a), veh/h 440 0 531 477 577 489 225 1834 818 434 984 1029 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 0.00 1.00 1.00 1.00 1.00 0.75 0.75 0.75 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.5 0.0 29.2 42.4 29.3 30.0 18.5 0.0 0.0 10.6 21.5 21.5 Incr Delay (d2), s/veh 0.1 0.0 0.0 18.9 0.0 0.1 0.2 1.2 0.3 0.7 6.8 6.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.4 14.8 0.8 1.4 0.3 0.3 0.1 1.9 18.2 19.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.5 0.0 29.3 61.3 29.3 30.1 18.8 1.2 0.3 11.3 28.3 28.1 LnGrp LOS C A C E C C BAABCC Approach Vol, veh/h 47 530 1290 1783 Approach Delay, s/veh 30.0 55.1 1.4 26.6 Approach LOS C E A C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 71.5 42.0 11.1 66.9 42.0 Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 62.0 36.0 9.0 59.0 36.0 Max Q Clear Time (g_c+I1), s 2.6 44.9 5.4 7.0 2.0 39.0 Green Ext Time (p_c), s 0.0 10.2 0.1 0.1 11.2 0.0 Intersection Summary HCM 6th Ctrl Delay 21.9 HCM 6th LOS C Timing Report, Sorted By Phase Long Total PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 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-Min None None C-Min None Maximum Split (s) 10 68 42 13 65 42 Maximum Split (%) 8.3% 56.7% 35.0% 10.8% 54.2% 35.0% Minimum Split (s) 9.5 23 25 9.5 25 23 Yellow Time (s) 3 4.5 4.5 3 4.5 4.5 All-Red Time (s) 1 1.5 1.5 1 1.5 1.5 Minimum Initial (s) 555555 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 48.5 58.5 6.5 48.5 61.5 6.5 End Time (s) 58.5 6.5 48.5 61.5 6.5 48.5 Yield/Force Off (s) 54.5 0.5 42.5 57.5 0.5 42.5 Yield/Force Off 170(s) 54.5 110.5 30.5 57.5 108.5 32.5 Local Start Time (s) 48 58 6 48 61 6 Local Yield (s) 54 0 42 57 0 42 Local Yield 170(s) 54 110 30 57 108 32 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0.5 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 3: Timberline & Willow Springs/Kechter Queues Long Total PM 3: Timberline & Willow Springs/Kechter Rennat Property 07/12/2019 Synchro 10 Light Report Delich Associates lt pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT Lane Group Flow (vph) 26 43 426 37 168 21 1147 242 168 1616 v/c Ratio 0.06 0.07 0.92 0.06 0.26 0.13 0.69 0.28 0.65 0.85 Control Delay 29.1 13.4 65.5 28.8 8.0 6.5 16.4 1.8 24.5 28.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.1 13.4 65.5 28.8 8.0 6.5 16.4 1.8 24.5 28.7 Queue Length 50th (ft) 14 6 318 19 12 4 240 7 54 481 Queue Length 95th (ft) 37 33 #551 46 64 m6 m268 m13 98 668 Internal Link Dist (ft) 790 807 2203 1632 Turn Bay Length (ft) 75 200 165 170 200 225 Base Capacity (vph) 465 586 463 636 636 167 1769 899 262 1912 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.06 0.07 0.92 0.06 0.26 0.13 0.65 0.27 0.64 0.85 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. APPENDIX I Timberline Kechter Trilby Fossil Creek Rosen Westchase Zephyr Lemay Bacon Elementary School SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Rennat Property TIS, July 2019 Pedestrian LOS Worksheet Project Location Classification: Other/School Walking Area Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential/commercial neighborhood to the north of the site Residential Minimum C C C C C 1 Actual A B B B A Proposed A B B B A Bacon Elementary School Institutional Minimum B B B C B 2 Actual A B B B A Proposed A B B B A Residential neighborhood to the east of the site Residential Minimum C C C C C 3 Actual A B B B A Proposed A B B B A Residential neighborhood to the south of the site Residential Minimum C C C C C 4 Actual A B B B A Proposed A B B B A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Timberline Kechter Trilby Fossil Creek Rosen Westchase Zephyr Lemay Bacon Elementary School SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Rennat Property TIS, July 2019 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 Bacon Elementary 1 School Institutional C B B 2 3 4 5 6 7 8 300 400 500 600 WB AM 65 VPH AM 1813 VPH *100 *150 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2292 VPH WB PM 33 VPH 2 OR MORE LANES & 1 LANE 300 400 500 600 WB AM 65 VPH AM 1757 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2217 VPH WB PM 33 VPH 300 400 500 600 EB AM 225 VPH AM 1881 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 2517 VPH EB PM 200 VPH 35/25 90/145 800/1510 80/280 AM/PM Rounded to Nearest 5 Vehicles 45/25 Timberline Zephyr 38/143 1062/864 34/46 179/96 5/15 36/26 Timberline 35/25 90/145 800/1505 55/200 AM/PM Rounded to Nearest 5 Vehicles 40/20 Timberline 80/70 179/96 5/15 36/26 74/142 638/1186 50/180 Timberline 23/19 Timberline Timberline