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HomeMy WebLinkAboutDUTCH BROS - FDP190017 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES Access intersections have stop sign control on the East and West Accesses. The Mason/Kensington intersection has stop control on Kensington Drive. There is no posted speed limit in this area of Kensington Drive. Mason Street is to the west of the proposed Dutch Brothers Coffee Shop site. It is a north-south street classified as a two-lane arterial street according to the Fort Collins Master Street Plan. Currently, Mason Street has a two-lane cross section. At the Mason/Kensington intersection, Mason Street has the approach movements combined into a single lane. The posted speed limit in this area of Mason Street is 35 mph. The East Access goes into the vacant gas station to the south and to Pedersen Toyota to the north. At the Kensington/East Access intersection, the East Access has the approach movements combined into a single lane. . The West Access goes into the commercial development to the south and to Pedersen Toyota to the north (slightly offset). At the Kensington/West Access intersection, the East Access has the approach movements combined into a single lane. There are sidewalks on both sides of College Avenue, Mason Street, and Kensington Drive. There are bicycle lanes on Mason Street and Harmony Road. The Mason Street Trail is to the west of the site. Bicycles are prohibited on this area of College Avenue. Figure 3 shows recent peak hour counts at the College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections. The traffic volumes at the Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections were collected in March 2019. The traffic volumes at the College/Kensington intersection were collected in June 2018 by the City of Fort Collins. Raw traffic data is provided in Appendix B. Since the traffic counts were performed on different days, the traffic volumes at the intersections were averaged/balanced and are shown in Figure 4. Table 1 shows the current morning and afternoon peak hour operation of the College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections. The key intersections currently meet the City of Fort Collins Motor Vehicle LOS Standards during the morning and afternoon peak hours with existing control and geometry. Calculation forms are provided in Appendix C. A description of level of service for unsignalized intersection from the Highway Capacity Manual, 6th Edition is provided in Appendix C. Table 4-3 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. Acceptable overall operation at signalized intersections during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service E. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES Figure 5 shows the site plan for the Dutch Brothers Coffee Shop. Dutch Brothers Coffee Shop is an 810 square foot coffee shop with one drive through window. It is proposed in the southwest quadrant of the College/Kensington intersection. Dutch Brothers Coffee Shop will close the south leg of the Kensington/East Access intersection. Dutch Brothers Coffee Shop and Jiffy Lube will have access to the south leg of the Kensington/West Access intersection. Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Coffee Shop with a drive-through (Code 937) contain in Trip Generation, 10th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected use at a site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The calculated trip generation of the Dutch Brothers Coffee Shop is: 664 daily trip ends; 72 morning peak hour trip ends; and 36 afternoon peak hour trip ends. Directional distribution of the generated trips was determined for Dutch Brothers Coffee Shop development and is shown in Figure 6. Figure 7 shows the assigned and passby site generated peak hour traffic for the proposed Dutch Brothers Coffee Shop. Figure 8 shows the short range (2024) background morning and afternoon peak hour traffic at the College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections. Background traffic volume forecasts for the short range (2024) future were obtained by reviewing traffic studies for other developments in this area and reviewing historic counts and CDOT 20-year data (1.13) in the area. Through traffic volumes on College Avenue were increased at a rate of 0.65 percent per year. Through traffic volumes on Kensington Avenue and Mason Street were increased at a rate of 1.0 percent per year. Traffic from the proposed Jeep Dealership was added to the background traffic. The existing Jiffy Lube traffic was moved to the west access. Table 3 shows the short range (2024) background morning and afternoon peak hour operation at the College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections. Calculation forms are provided in Appendix D. The College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections will meet the City of Fort Collins Motor Vehicle LOS Standards during the morning and afternoon peak hours with the existing control and geometry in the short range (2024) future. Figure 9 shows the short range (2024) total morning and afternoon peak hour traffic at the College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections. Table 4 shows the short range (2024) total morning and afternoon peak hour operation at the College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections. Calculation forms are provided in Appendix E. The College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections will meet the City of Fort Collins Motor Vehicle LOS Standards during the morning and afternoon peak hours with the existing control and geometry. DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES As a matter of policy, traffic signals are not installed at any location until such time that signal installation warrants are met according to the Manual on Uniform Traffic Control Devices. The College/Kensington intersection is currently signalized. The Kensington/ East Access, Kensington/West Access, and Mason/Kensington intersections will not warrant signals in the short range (2024) future, nor do they meet the signal spacing criterion. The short range (2024) geometry is shown in Figure 10. This is the existing geometry at the key intersections. According to Figure 8-1 in LCUASS, left-turn lanes are required on all arterial streets. Mason Street does not have a left-run lane at the Mason/Kensington intersection. However, Mason Street is a constrained location and left-turn lanes are not provided at other local road intersections along Mason Street. The highest trip generation occurs in the morning peak hour. Therefore, the queuing analysis was performed for the morning peak hour. Figure 5 shows the queuing pattern for the drive-through of the Dutch Brothers Coffee Shop. According to the site plan schematic, there will be a two line queue that will combine into a single lane queue as it nears the window. The queue can accommodate 18 vehicles at a spacing of 23 feet per vehicle (front bumper to front bumper) before impacting the west access. To be conservative, it was assumed that all of the trips would use the drive- through window. Based on data collected at another Dutch Brothers Coffee Shop location, it was found that the service time for an order at the window is 100 seconds. In order to determine if the available vehicle queue length is adequate, a queuing analysis, as described in Chapter 8 of Transportation and Land Development, ITE, 1988, was conducted. The results of the queuing analysis indicated that the average queue, during the morning peak hour would be 7 vehicles. The 95th percentile queue would be 12 vehicles in a queue at one time. Since the available length can accommodate 18 vehicles, it is concluded that the queue will not spill into the west access. The Dutch Brothers Coffee Shop site is in an area within which the City requires pedestrian and bicycle level of service evaluations. Appendix E shows a map of the area that is within 1320 feet of the Dutch Brothers Coffee Shop site. The Dutch Brothers Coffee Shop site is located within an area termed as “commercial corridor,” which sets the pedestrian level of service threshold at LOS B for all measured categories, except for Street Crossings at LOS C. There are four destination areas within 1320 feet of the proposed development at Dutch Brothers Coffee Shop: 1) the commercial area and Mason Trail to the west; 2) the commercial area to the south; 3) the commercial area to the east; and 4) the commercial area to the north. The Pedestrian level of service is met to all destination areas, except the commercial area and Mason Trail to the west. Continuity is not met to the west since the sidewalk is attached along Kensington Avenue and does not have a landscaped parkway. To save trees along Kensington Avenue, it is proposed to leave the 4 foot attached walk and have two 7 feet wide passing area between the trees. The adopted Midtown Plan shows a 10 feet sidewalk/path along College Avenue. Appendix E contains a Pedestrian LOS Worksheet. DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES Based upon Fort Collins Bicycle LOS criteria, there is one destination within 1320 feet of the Dutch Brothers Coffee Shop site: the Mason Trail. Appendix E contains a Bicycle LOS Worksheet. The bicycle level of service base connectivity and to the Mason Trail is met. Currently, this area is served by Transfort Route 6, 12, 16, 19, and the Max. The nearest bus stops are at the College/Harmony and Harmony/Mason intersections. The nearest Max stop is just north of Harmony Road. It is concluded that the Dutch Brothers Coffee Shop development will have minimal impact on the area streets. The College/Kensington, Kensington/East Access, Kensington/West Access, and Mason/Kensington intersections will meet the City of Fort Collins Motor Vehicle LOS Standards. The existing south leg of the east access will be closed with this development. The drive-through queue will not spill into the West Access. Do not hesitate to contact me if you have questions or desire additional information. SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 College Avenue Harmony Road Kensington Avenue Fossil Parkway Mason Street EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 College Avenue Mason Street East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds) East Access (Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) - Denotes Lane STOP STOP STOP STOP STOP RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 37/21 College Avenue 1291/1290 35/43 34/31 831/1625 27/54 16/33 19/34 36/89 23/60 9/30 13/95 Mason Street 99/262 37/46 190/237 23/23 21/56 8/60 AM/PM 5/10 3/0 21/19 3/25 0/1 1/40 34/6 25/60 2/7 30/2 21/68 3/3 0/3 0/0 1/4 14/32 0/1 12/33 18/28 28/89 1/2 16/25 40/38 1/7 East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds) East Access (Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) BALANCED/ADJUSTED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 32/19 College Avenue 1291/1290 35/43 29/29 831/1625 27/54 13/30 15/31 28/80 23/60 8/28 13/95 Mason Street 99/262 41/53 190/237 25/26 23/51 9/55 AM/PM 5/10 3/0 26/20 3/25 0/1 1/44 34/6 30/66 2/7 34/2 24/71 4/3 0/3 0/0 1/4 14/32 0/1 17/37 18/28 38/100 1/2 19/27 48/41 2/8 East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds) East Access (Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM College/Kensington (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 C NB T A A NB RT A A NB APPROACH A A SB LT A E (63.6 secs) SB T A C SB T/RT A C SB APPROACH A C OVERALL A C Kensington/East Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A B OVERALL A A Kensington/West Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A Mason/Kensington (stop sign) WB LT/RT B B SB LT/T A A OVERALL A A SITE PLAN Figure 5 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 937 Coffee w/Drive-Thru 0.81 KSF 820.38 664 45.3 37 43.6 35 21.8 18 21.8 18 89% Passby 598 32 32 16 16 Assigned 66 5 3 2 2 SCALE: 1"=500' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 College Avenue Harmony Road Kensington Avenue Fossil Parkway Mason Street 20% NOMINAL 30% 10% 10% 30% SITE GENERATED ASSIGNED AND PASSBY PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 College Avenue -17/-6 -11/-8 17/6 11/8 Mason Street -2/-1 -2/-1 2/1 2/1 AM/PM 4/2 28/14 4/2 28/14 East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds, Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) - ASSIGNED AM/PM -PASSBY 2/1 17/6 1/1 2/1 11/8 1/1 1/0 2/1 2/1 1/0 2/0 0/0 3/2 3/2 3/2 28/14 28/14 3/2 0/0 0/0 SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 34/20 College Avenue 1333/1332 37/45 32/32 858/1678 28/57 15/34 16/33 29/84 24/63 8/29 14/100 Mason Street 108/278 40/57 201/254 27/31 25/52 12/59 AM/PM 5/13 3/0 27/24 3/25 0/1 1/44 34/6 33/74 3/9 34/2 29/73 6/12 14/33 17/37 18/28 43/114 19/27 55/54 East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds, Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES TABLE 3 Short Range (2024) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Kensington (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 C NB T A A NB RT A A NB APPROACH A A SB LT A E (63.2 secs) SB T A C SB T/RT A C SB APPROACH A C OVERALL A C Kensington/East Access (stop sign) EB LT/T A A SB LT/RT A B OVERALL A A Kensington/West Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A B OVERALL A A Mason/Kensington (stop sign) WB LT/RT B C SB LT/T A A OVERALL A A SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 53/27 College Avenue 1316/1326 37/45 44/41 847/1670 28/57 33/41 16/33 42/93 24/63 8/29 14/100 Mason Street 106/277 43/57 199/253 30/32 27/53 14/60 AM/PM 9/15 3/0 58/40 3/25 0/1 1/44 34/6 33/74 9/11 34/2 29/73 37/28 14/33 17/37 18/28 74/130 19/27 86/70 East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds, Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) DELICH Dutch Brothers Coffee Shop TIS, February 2019 ASSOCIATES TABLE 4 Short Range (2024) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Kensington (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 D NB T A A NB RT A A NB APPROACH A A SB LT A E (63.2 secs) SB T A C SB T/RT A C SB APPROACH A C OVERALL A C Kensington/East Access (stop sign) EB LT/T A A SB LT/RT A B OVERALL A A Kensington/West Access (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A B OVERALL A A Mason/Kensington (stop sign) WB LT/RT B C SB LT/T A A OVERALL A A SHORT RANGE (2024) INTERSECTION GEOMETRY Figure 10 DELICH ASSOCIATES Dutch Brothers Coffee Shop TIS, April 2019 College Avenue Mason Street East Access (Pederson Toyota) West Access (FC Truck & Fleet Service Center, McDonalds) East Access (Jiffy Lube) Kensington Avenue West Access (Pederson Toyota) - Denotes Lane STOP STOP STOP STOP STOP APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/26/2019 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Kensington/East Driveways S = straight L = left turn Time Northbound: East Driveway Southbound: East Driveway Total Eastbound: Kensington Westbound: Kensington Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 000 0 102 3 3 290 11 0104 14 25 28 7:45 000 0 402 6 6 490 13 0173 20 33 39 8:00 000 0 405 9 9 441 9 092 11 20 29 8:15 001 1 305 8 9 860 14 147 12 26 35 7:30-8:30 0 0 1 1 12 0 14 26 27 18 28 1 47 1 40 16 57 104 131 PHF n/a n/a 0.25 0.25 0.75 n/a 0.7 0.72 0.75 0.56 0.78 0.25 0.84 0.25 0.59 0.57 0.71 0.79 0.84 4:30 200 2 9011 20 22 9122 23 069 15 38 60 4:45 101 2 817 16 18 7260 33 276 15 48 66 5:00 002 2 409 13 15 4310 35 1188 27 62 77 5:15 001 1 12 0 5 17 18 8150 23 472 13 36 54 4:30-5:30 3 0 4 7 33 1 32 66 73 28 84 2 114 7 38 25 70 184 257 PHF 0.38 n/a 0.5 0.88 0.69 0.25 0.73 0.83 0.83 0.78 0.68 0.25 0.81 0.44 0.53 0.69 0.65 0.74 0.83 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/26/2019 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Kensington/West Driveways S = straight L = left turn Time Northbound: West Drivewa Southbound: West Driveway Total Eastbound: Kensington Westbound: Kensington Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 007 7 000 0 7 740 11 039 12 23 30 7:45 017 8 001 1 9 16 6 0 22 1315 19 41 50 8:00 213 6 001 1 7 761 14 185 14 28 35 8:15 314 8 101 2 10 491 14 171 9 23 33 7:30-8:30 5 3 21 29 1 0 3 4 33 34 25 2 61 3 21 30 54 115 148 PHF 0.42 0.75 0.75 0.91 0.25 n/a 0.75 0.5 0.83 0.53 0.69 0.5 0.69 0.75 0.66 0.5 0.71 0.7 0.74 4:30 204 6 601 7 13 3132 18 0190 19 37 50 4:45 208 10 12 0 7 19 29 1132 16 0141 15 31 60 5:00 303 6 13 1 9 23 29 2152 19 3231 27 46 75 5:15 304 7 908 17 24 0191 20 0120 12 32 56 4:30-5:30 10 0 19 29 40 1 25 66 95 6607 73 3682 73 146 241 PHF 0.83 n/a 0.59 0.73 0.77 0.25 0.69 0.72 0.82 0.5 0.79 0.88 0.91 0.25 0.74 0.5 0.68 0.79 0.8 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/26/2019 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Mason/Kensington S = straight L = left turn Time Northbound: Mason Southbound: Mason Total Eastbound: Westbound: Kensington 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 43 5 48 718 25 73 0 03 3 376 7:45 59 14 73 10 31 41 114 0 14 5 5 119 8:00 43 6 49 821 29 78 0 56 11 11 89 8:15 45 3 48 12 29 41 89 0 28 10 10 99 7:30-8:30 0 190 28 218 37 99 0 136 354 0 0 008 0 212929 383 PHF n/a 0.81 0.5 0.75 0.77 0.8 n/a 0.83 0.78 n/a n/a n/a n/a 0.4 n/a 0.66 0.66 0.66 0.8 4:30 56 7 63 953 62 125 0 12 11 23 23 148 4:45 62 4 66 857 65 131 0 919 28 28 159 5:00 58 6 64 13 73 86 150 0 22 16 38 38 188 5:15 61 6 67 16 79 95 162 0 17 10 27 27 189 4:30-5:30 0 237 23 260 46 262 0 308 568 0 0 0 0 60 0 56 116 116 684 PHF n/a 0.96 0.82 0.97 0.72 0.83 n/a 0.81 0.88 n/a n/a n/a n/a 0.68 n/a 0.74 0.76 0.76 0.9 10 APPENDIX C 11 HCM 6th Signalized Intersection Summary 143: College (US 287) & Kensington recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 15 28 13 8 23 32 1291 35 27 831 29 Future Volume (veh/h) 13 15 28 13 8 23 32 1291 35 27 831 29 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.98 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 1796 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1796 Adj Flow Rate, veh/h 14 16 2 14 9 1 35 1403 20 29 903 31 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 174 141 18 173 143 16 553 3928 1218 377 3887 133 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.03 0.77 0.77 0.03 0.77 0.77 Sat Flow, veh/h 1335 1628 203 1381 1649 183 1781 5106 1583 1781 5069 174 Grp Volume(v), veh/h 14 0 18 14 0 10 35 1403 20 29 606 328 Grp Sat Flow(s),veh/h/ln 1335 0 1831 1381 0 1832 1781 1702 1583 1781 1702 1839 Q Serve(g_s), s 1.1 0.0 1.0 1.0 0.0 0.6 0.4 9.6 0.3 0.4 5.6 5.6 Cycle Q Clear(g_c), s 1.6 0.0 1.0 2.0 0.0 0.6 0.4 9.6 0.3 0.4 5.6 5.6 Prop In Lane 1.00 0.11 1.00 0.10 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 174 0 159 173 0 159 553 3928 1218 377 2610 1410 V/C Ratio(X) 0.08 0.00 0.11 0.08 0.00 0.06 0.06 0.36 0.02 0.08 0.23 0.23 Avail Cap(c_a), veh/h 520 0 633 530 0 633 624 3928 1218 452 2610 1410 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 46.9 0.0 46.3 47.3 0.0 46.1 2.4 4.0 3.0 2.7 3.6 3.6 Incr Delay (d2), s/veh 0.2 0.0 0.3 0.2 0.0 0.2 0.0 0.3 0.0 0.1 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.5 0.4 0.0 0.3 0.1 2.5 0.1 0.1 1.5 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.1 0.0 46.7 47.5 0.0 46.3 2.4 4.3 3.0 2.8 3.8 4.0 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 32 24 1458 963 Approach Delay, s/veh 46.8 47.0 4.2 3.9 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.6 88.8 14.5 6.4 89.1 14.5 Change Period (Y+Rc), s 4.0 5.5 6.0 4.0 5.5 6.0 Max Green Setting (Gmax), s 7.0 50.5 37.0 7.0 50.5 37.0 Max Q Clear Time (g_c+I1), s 2.4 7.6 3.6 2.4 11.6 4.0 Green Ext Time (p_c), s 0.0 3.6 0.1 0.0 7.2 0.0 Intersection Summary HCM 6th Ctrl Delay 5.1 HCM 6th LOS A 12 Timing Report, Sorted By Phase 143: College (US 287) & Kensington recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 56 43 11 56 43 Maximum Split (%) 10.0% 50.9% 39.1% 10.0% 50.9% 39.1% Minimum Split (s) 11 22.5 43 11 22.5 42 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 113113 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 30 10 29 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 94 105 51 94 105 51 End Time (s) 105 51 94 105 51 94 Yield/Force Off (s) 101 45.5 88 101 45.5 88 Yield/Force Off 170(s) 101 35.5 58 101 35.5 59 Local Start Time (s) 43 54 0 43 54 0 Local Yield (s) 50 104.5 37 50 104.5 37 Local Yield 170(s) 50 94.5 7 50 94.5 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (46%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 143: College (US 287) & Kensington 13 HCM 6th Signalized Intersection Summary 143: College (US 287) & Kensington recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 31 80 95 28 60 19 1290 43 54 1625 29 Future Volume (veh/h) 30 31 80 95 28 60 19 1290 43 54 1625 29 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1796 Adj Flow Rate, veh/h 33 34 7 104 31 6 21 1418 24 59 1786 31 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 212 201 41 215 203 39 452 3630 1120 91 2562 44 Arrive On Green 0.13 0.13 0.13 0.13 0.13 0.13 0.25 0.71 0.71 0.05 0.50 0.50 Sat Flow, veh/h 1311 1503 310 1361 1517 294 1781 5106 1575 1781 5168 90 Grp Volume(v), veh/h 33 0 41 104 0 37 21 1418 24 59 1176 641 Grp Sat Flow(s),veh/h/ln 1311 0 1813 1361 0 1811 1781 1702 1575 1781 1702 1853 Q Serve(g_s), s 2.7 0.0 2.4 8.8 0.0 2.2 1.1 13.3 0.5 3.9 31.9 32.0 Cycle Q Clear(g_c), s 4.9 0.0 2.4 11.2 0.0 2.2 1.1 13.3 0.5 3.9 31.9 32.0 Prop In Lane 1.00 0.17 1.00 0.16 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 212 0 243 215 0 243 452 3630 1120 91 1688 919 V/C Ratio(X) 0.16 0.00 0.17 0.48 0.00 0.15 0.05 0.39 0.02 0.65 0.70 0.70 Avail Cap(c_a), veh/h 451 0 574 464 0 573 452 3630 1120 148 1688 919 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 48.1 0.0 46.0 51.0 0.0 45.9 33.8 6.9 5.1 55.9 23.3 23.3 Incr Delay (d2), s/veh 0.3 0.0 0.3 1.7 0.0 0.3 0.0 0.3 0.0 7.7 2.4 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 1.1 3.1 0.0 1.0 0.5 4.2 0.2 1.9 12.9 14.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.4 0.0 46.4 52.7 0.0 46.2 33.9 7.3 5.1 63.6 25.7 27.7 LnGrp LOS D A D D A D C A A E C C Approach Vol, veh/h 74 141 1463 1876 Approach Delay, s/veh 47.3 51.0 7.6 27.6 Approach LOS D D A C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 34.9 64.0 21.1 9.1 89.8 21.1 Change Period (Y+Rc), s 5.5 * 5.5 6.0 4.0 5.5 6.0 Max Green Setting (Gmax), s 9.0 * 59 37.0 9.0 58.5 37.0 Max Q Clear Time (g_c+I1), s 3.1 34.0 6.9 5.9 15.3 13.2 Green Ext Time (p_c), s 0.0 8.6 0.2 0.0 7.4 0.4 Intersection Summary HCM 6th Ctrl Delay 20.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 14 Timing Report, Sorted By Phase 143: College (US 287) & Kensington recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 3 Phase Number 124568 Movement NBL SBT EBTL SBL NBT WBTL Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None Max None Maximum Split (s) 13 64 43 13 64 43 Maximum Split (%) 10.8% 53.3% 35.8% 10.8% 53.3% 35.8% Minimum Split (s) 11 22.5 43 11 22.5 42 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 113113 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 30 10 29 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111.5 47.5 4.5 47.5 60.5 4.5 End Time (s) 4.5 111.5 47.5 60.5 4.5 47.5 Yield/Force Off (s) 0.5 106 41.5 56.5 119 41.5 Yield/Force Off 170(s) 0.5 96 11.5 56.5 109 12.5 Local Start Time (s) 5.5 61.5 18.5 61.5 74.5 18.5 Local Yield (s) 14.5 0 55.5 70.5 13 55.5 Local Yield 170(s) 14.5 110 25.5 70.5 3 26.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 106 (88%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 143: College (US 287) & Kensington 15 HCM 6th TWSC 2: East Access & Kensington recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 38 1 2 48 19 0 0 1 17 0 14 Future Vol, veh/h 18 38 1 2 48 19 0 0 1 17 0 14 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 21 45 1 2 56 22 0 0 1 20 0 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 78 0 0 46 0 0 167 170 46 159 159 67 Stage 1 - ----- 88 88- 71 71- Stage 2 - ----- 79 82- 88 88- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1520 - - 1562 - - 797 723 1023 807 733 997 Stage 1 - ----- 920 822- 939 836- Stage 2 - ----- 930 827- 920 822- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1520 - - 1562 - - 775 712 1023 797 722 997 Mov Cap-2 Maneuver - ----- 775 712- 797 722- Stage 1 - ----- 907 810- 926 835- Stage 2 - ----- 914 826- 906 810- Approach EB WB NB SB HCM Control Delay, s 2.3 0.2 8.5 9.3 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1023 1520 - - 1562 - - 876 HCM Lane V/C Ratio 0.001 0.014 - - 0.002 - - 0.042 HCM Control Delay (s) 8.5 7.4 0 - 7.3 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 16 HCM 6th TWSC 5: East Access & Kensington recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 1 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 28 100 2 8 41 27 3 0 4 37 1 32 Future Vol, veh/h 28 100 2 8 41 27 3 0 4 37 1 32 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 31 111 2 9 46 30 3 0 4 41 1 36 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 76 0 0 113 0 0 272 268 112 255 254 61 Stage 1 - ----- 174 174- 79 79- Stage 2 - ----- 98 94- 176 175- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1523 - - 1476 - - 680 638 941 698 650 1004 Stage 1 - ----- 828 755- 930 829- Stage 2 - ----- 908 817- 826 754- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1523 - - 1476 - - 641 620 941 680 632 1004 Mov Cap-2 Maneuver - ----- 641 620- 680 632- Stage 1 - ----- 810 738- 910 824- Stage 2 - ----- 869 812- 804 737- Approach EB WB NB SB HCM Control Delay, s 1.6 0.8 9.6 10 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 784 1523 - - 1476 - - 797 HCM Lane V/C Ratio 0.01 0.02 - - 0.006 - - 0.098 HCM Control Delay (s) 9.6 7.4 0 - 7.5 0 - 10 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.3 17 HCM 6th TWSC 8: West Access & Kensington recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 30 2 4 24 34 5 3 26 1 0 3 Future Vol, veh/h 34 30 2 4 24 34 5 3 26 1 0 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 40 35 2 5 28 40 6 4 31 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 68 0 0 37 0 0 176 194 36 192 175 48 Stage 1 - ----- 116 116- 58 58- Stage 2 - ----- 60 78- 134 117- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1533 - - 1574 - - 786 701 1037 768 718 1021 Stage 1 - ----- 889 800- 954 847- Stage 2 - ----- 951 830- 869 799- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1533 - - 1574 - - 766 680 1037 726 696 1021 Mov Cap-2 Maneuver - ----- 766 680- 726 696- Stage 1 - ----- 865 778- 928 844- Stage 2 - ----- 945 828- 817 777- Approach EB WB NB SB HCM Control Delay, s 3.8 0.5 9 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 944 1533 - - 1574 - - 927 HCM Lane V/C Ratio 0.042 0.026 - - 0.003 - - 0.005 HCM Control Delay (s) 9 7.4 0 - 7.3 0 - 8.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0 18 HCM 6th TWSC 8: West Access & Kensington recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 2 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 6 66 7 3 71 2 10 0 20 44 1 25 Future Vol, veh/h 6 66 7 3 71 2 10 0 20 44 1 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 7 73 8 3 79 2 11 0 22 49 1 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 81 0 0 81 0 0 192 178 77 188 181 80 Stage 1 - ----- 91 91- 86 86- Stage 2 - ----- 101 87- 102 95- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1517 - - 1517 - - 768 716 984 772 713 980 Stage 1 - ----- 916 820- 922 824- Stage 2 - ----- 905 823- 904 816- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1517 - - 1517 - - 741 711 984 750 708 980 Mov Cap-2 Maneuver - ----- 741 711- 750 708- Stage 1 - ----- 911 816- 917 822- Stage 2 - ----- 876 821- 879 812- Approach EB WB NB SB HCM Control Delay, s 0.6 0.3 9.2 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 887 1517 - - 1517 - - 818 HCM Lane V/C Ratio 0.038 0.004 - - 0.002 - - 0.095 HCM Control Delay (s) 9.2 7.4 0 - 7.4 0 - 9.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.3 19 HCM 6th TWSC 258: Mason & Kensington recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 23 190 25 41 99 Future Vol, veh/h 9 23 190 25 41 99 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 11 27 224 29 48 116 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 451 239 0 0 253 0 Stage 1 239 ----- Stage 2 212 ----- 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 566 800 - - 1312 - Stage 1 801 ----- Stage 2 823 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 544 800 - - 1312 - Mov Cap-2 Maneuver 544 ----- Stage 1 801 ----- Stage 2 791 ----- Approach WB NB SB HCM Control Delay, s 10.4 0 2.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 706 1312 - HCM Lane V/C Ratio - - 0.053 0.037 - HCM Control Delay (s) - - 10.4 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 20 HCM 6th TWSC 264: Mason & Kensington recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 2.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 55 51 237 26 53 262 Future Vol, veh/h 55 51 237 26 53 262 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 61 57 263 29 59 291 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 687 278 0 0 292 0 Stage 1 278 ----- Stage 2 409 ----- 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 413 761 - - 1270 - Stage 1 769 ----- Stage 2 671 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 390 761 - - 1270 - Mov Cap-2 Maneuver 390 ----- Stage 1 769 ----- Stage 2 634 ----- Approach WB NB SB HCM Control Delay, s 14.2 0 1.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 510 1270 - HCM Lane V/C Ratio - - 0.231 0.046 - HCM Control Delay (s) - - 14.2 8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.9 0.1 - 21 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 22 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 23 APPENDIX D 24 HCM 6th Signalized Intersection Summary 143: College (US 287) & Kensington short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 16 29 14 8 24 34 1333 37 28 858 32 Future Volume (veh/h) 15 16 29 14 8 24 34 1333 37 28 858 32 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.98 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 1796 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1796 Adj Flow Rate, veh/h 16 17 4 15 9 2 37 1449 11 30 933 34 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 176 129 30 173 131 29 538 3916 1214 366 3864 141 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.03 0.77 0.77 0.03 0.76 0.76 Sat Flow, veh/h 1334 1461 344 1378 1474 328 1781 5106 1583 1781 5057 184 Grp Volume(v), veh/h 16 0 21 15 0 11 37 1449 11 30 628 339 Grp Sat Flow(s),veh/h/ln 1334 0 1804 1378 0 1802 1781 1702 1583 1781 1702 1837 Q Serve(g_s), s 1.2 0.0 1.2 1.1 0.0 0.6 0.5 10.2 0.2 0.4 5.9 5.9 Cycle Q Clear(g_c), s 1.8 0.0 1.2 2.3 0.0 0.6 0.5 10.2 0.2 0.4 5.9 5.9 Prop In Lane 1.00 0.19 1.00 0.18 1.00 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 176 0 160 173 0 160 538 3916 1214 366 2601 1403 V/C Ratio(X) 0.09 0.00 0.13 0.09 0.00 0.07 0.07 0.37 0.01 0.08 0.24 0.24 Avail Cap(c_a), veh/h 519 0 623 527 0 622 608 3916 1214 440 2601 1403 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 46.8 0.0 46.2 47.3 0.0 46.0 2.5 4.2 3.0 2.8 3.8 3.8 Incr Delay (d2), s/veh 0.2 0.0 0.4 0.2 0.0 0.2 0.1 0.3 0.0 0.1 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.6 0.4 0.0 0.3 0.1 2.6 0.0 0.1 1.6 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.0 0.0 46.6 47.5 0.0 46.1 2.5 4.4 3.0 2.9 4.0 4.2 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 37 26 1497 997 Approach Delay, s/veh 46.8 46.9 4.4 4.0 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 88.5 14.7 6.4 88.9 14.7 Change Period (Y+Rc), s 4.0 5.5 6.0 4.0 5.5 6.0 Max Green Setting (Gmax), s 7.0 50.5 37.0 7.0 50.5 37.0 Max Q Clear Time (g_c+I1), s 2.5 7.9 3.8 2.4 12.2 4.3 Green Ext Time (p_c), s 0.0 3.8 0.1 0.0 7.5 0.1 Intersection Summary HCM 6th Ctrl Delay 5.3 HCM 6th LOS A 25 Timing Report, Sorted By Phase 143: College (US 287) & Kensington short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 56 43 11 56 43 Maximum Split (%) 10.0% 50.9% 39.1% 10.0% 50.9% 39.1% Minimum Split (s) 11 22.5 43 11 22.5 42 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 113113 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 30 10 29 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 94 105 51 94 105 51 End Time (s) 105 51 94 105 51 94 Yield/Force Off (s) 101 45.5 88 101 45.5 88 Yield/Force Off 170(s) 101 35.5 58 101 35.5 59 Local Start Time (s) 43 54 0 43 54 0 Local Yield (s) 50 104.5 37 50 104.5 37 Local Yield 170(s) 50 94.5 7 50 94.5 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (46%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 143: College (US 287) & Kensington 26 HCM 6th Signalized Intersection Summary 143: College (US 287) & Kensington short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 34 33 84 100 29 63 20 1332 45 57 1678 32 Future Volume (veh/h) 34 33 84 100 29 63 20 1332 45 57 1678 32 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1796 Adj Flow Rate, veh/h 37 36 11 110 32 9 22 1464 26 63 1844 34 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 219 194 59 220 198 56 438 3578 1104 95 2559 47 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.25 0.70 0.70 0.05 0.50 0.50 Sat Flow, veh/h 1306 1373 420 1354 1397 393 1781 5106 1575 1781 5161 95 Grp Volume(v), veh/h 37 0 47 110 0 41 22 1464 26 63 1216 662 Grp Sat Flow(s),veh/h/ln 1306 0 1793 1354 0 1790 1781 1702 1575 1781 1702 1852 Q Serve(g_s), s 3.1 0.0 2.8 9.4 0.0 2.4 1.1 14.4 0.6 4.2 33.6 33.7 Cycle Q Clear(g_c), s 5.5 0.0 2.8 12.1 0.0 2.4 1.1 14.4 0.6 4.2 33.6 33.7 Prop In Lane 1.00 0.23 1.00 0.22 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 219 0 254 220 0 253 438 3578 1104 95 1688 918 V/C Ratio(X) 0.17 0.00 0.19 0.50 0.00 0.16 0.05 0.41 0.02 0.66 0.72 0.72 Avail Cap(c_a), veh/h 447 0 568 457 0 567 438 3578 1104 148 1688 918 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 47.7 0.0 45.4 50.8 0.0 45.3 34.5 7.5 5.5 55.7 23.7 23.7 Incr Delay (d2), s/veh 0.4 0.0 0.3 1.7 0.0 0.3 0.0 0.3 0.0 7.5 2.7 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 1.3 3.3 0.0 1.1 0.5 4.7 0.2 2.1 13.6 15.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.0 0.0 45.8 52.5 0.0 45.6 34.6 7.9 5.5 63.2 26.4 28.6 LnGrp LOS D A D D A D C A A E C C Approach Vol, veh/h 84 151 1512 1941 Approach Delay, s/veh 46.8 50.6 8.2 28.4 Approach LOS D D A C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 34.0 64.0 22.0 9.4 88.6 22.0 Change Period (Y+Rc), s 5.5 * 5.5 6.0 4.0 5.5 6.0 Max Green Setting (Gmax), s 9.0 * 59 37.0 9.0 58.5 37.0 Max Q Clear Time (g_c+I1), s 3.1 35.7 7.5 6.2 16.4 14.1 Green Ext Time (p_c), s 0.0 8.8 0.2 0.0 7.7 0.4 Intersection Summary HCM 6th Ctrl Delay 21.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 27 Timing Report, Sorted By Phase 143: College (US 287) & Kensington short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 3 Phase Number 124568 Movement NBL SBT EBTL SBL NBT WBTL Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None Max None Maximum Split (s) 13 64 43 13 64 43 Maximum Split (%) 10.8% 53.3% 35.8% 10.8% 53.3% 35.8% Minimum Split (s) 11 22.5 43 11 22.5 42 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 113113 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 30 10 29 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111.5 47.5 4.5 47.5 60.5 4.5 End Time (s) 4.5 111.5 47.5 60.5 4.5 47.5 Yield/Force Off (s) 0.5 106 41.5 56.5 119 41.5 Yield/Force Off 170(s) 0.5 96 11.5 56.5 109 12.5 Local Start Time (s) 5.5 61.5 18.5 61.5 74.5 18.5 Local Yield (s) 14.5 0 55.5 70.5 13 55.5 Local Yield 170(s) 14.5 110 25.5 70.5 3 26.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 106 (88%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 143: College (US 287) & Kensington 28 HCM 6th TWSC 2: Kensington & East Access short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 2.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 43 55 19 17 14 Future Vol, veh/h 18 43 55 19 17 14 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 21 51 65 22 20 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 87 0 - 0 169 76 Stage 1 - - - - 76 - Stage 2 - - - - 93 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1509 - - - 821 985 Stage 1 - - - - 947 - Stage 2 - - - - 931 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1509 - - - 810 985 Mov Cap-2 Maneuver - - - - 810 - Stage 1 - - - - 934 - Stage 2 - - - - 931 - Approach EB WB SB HCM Control Delay, s 2.2 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1509 - - - 881 HCM Lane V/C Ratio 0.014 - - - 0.041 HCM Control Delay (s) 7.4 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 29 HCM 6th TWSC 5: Kensington & East Access short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 28 114 54 27 37 33 Future Vol, veh/h 28 114 54 27 37 33 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 31 127 60 30 41 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 90 0 - 0 264 75 Stage 1 - - - - 75 - Stage 2 - - - - 189 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1505 - - - 725 986 Stage 1 - - - - 948 - Stage 2 - - - - 843 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1505 - - - 709 986 Mov Cap-2 Maneuver - - - - 709 - Stage 1 - - - - 927 - Stage 2 - - - - 843 - Approach EB WB SB HCM Control Delay, s 1.5 0 9.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1505 - - - 817 HCM Lane V/C Ratio 0.021 - - - 0.095 HCM Control Delay (s) 7.4 0 - - 9.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.3 30 HCM 6th TWSC 8: West Access & Kensington short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 33 3 6 29 34 5 3 27 1 0 3 Future Vol, veh/h 34 33 3 6 29 34 5 3 27 1 0 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 40 39 4 7 34 40 6 4 32 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 74 0 0 43 0 0 191 209 41 207 191 54 Stage 1 - ----- 121 121- 68 68- Stage 2 - ----- 70 88- 139 123- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1526 - - 1566 - - 769 688 1030 751 704 1013 Stage 1 - ----- 883 796- 942 838- Stage 2 - ----- 940 822- 864 794- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1526 - - 1566 - - 747 666 1030 707 681 1013 Mov Cap-2 Maneuver - ----- 747 666- 707 681- Stage 1 - ----- 859 775- 917 834- Stage 2 - ----- 932 818- 811 773- Approach EB WB NB SB HCM Control Delay, s 3.6 0.6 9 9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 936 1526 - - 1566 - - 914 HCM Lane V/C Ratio 0.044 0.026 - - 0.005 - - 0.005 HCM Control Delay (s) 9 7.4 0 - 7.3 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0 31 HCM 6th TWSC 8: West Access & Kensington short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 74 9 12 73 2 13 0 24 44 1 25 Future Vol, veh/h 6 74 9 12 73 2 13 0 24 44 1 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 7 82 10 13 81 2 14 0 27 49 1 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 83 0 0 92 0 0 224 210 87 223 214 82 Stage 1 - ----- 101 101- 108 108- Stage 2 - ----- 123 109- 115 106- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1514 - - 1503 - - 732 687 971 733 684 978 Stage 1 - ----- 905 811- 897 806- Stage 2 - ----- 881 805- 890 807- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1514 - - 1503 - - 703 677 971 705 674 978 Mov Cap-2 Maneuver - ----- 703 677- 705 674- Stage 1 - ----- 900 807- 893 799- Stage 2 - ----- 847 798- 861 803- Approach EB WB NB SB HCM Control Delay, s 0.5 1 9.4 10.1 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 856 1514 - - 1503 - - 782 HCM Lane V/C Ratio 0.048 0.004 - - 0.009 - - 0.099 HCM Control Delay (s) 9.4 7.4 0 - 7.4 0 - 10.1 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 32 HCM 6th TWSC 258: Mason & Kensington short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 12 25 201 27 40 108 Future Vol, veh/h 12 25 201 27 40 108 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 14 29 236 32 47 127 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 473 252 0 0 268 0 Stage 1 252 ----- Stage 2 221 ----- 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 550 787 - - 1296 - Stage 1 790 ----- Stage 2 816 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 529 787 - - 1296 - Mov Cap-2 Maneuver 529 ----- Stage 1 790 ----- Stage 2 784 ----- Approach WB NB SB HCM Control Delay, s 10.7 0 2.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 680 1296 - HCM Lane V/C Ratio - - 0.064 0.036 - HCM Control Delay (s) - - 10.7 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 33 HCM 6th TWSC 264: Mason & Kensington short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 2.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 59 52 254 31 57 278 Future Vol, veh/h 59 52 254 31 57 278 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 66 58 282 34 63 309 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 734 299 0 0 316 0 Stage 1 299 ----- Stage 2 435 ----- 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 387 741 - - 1244 - Stage 1 752 ----- Stage 2 653 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 363 741 - - 1244 - Mov Cap-2 Maneuver 363 ----- Stage 1 752 ----- Stage 2 613 ----- Approach WB NB SB HCM Control Delay, s 15.2 0 1.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 477 1244 - HCM Lane V/C Ratio - - 0.259 0.051 - HCM Control Delay (s) - - 15.2 8 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 1 0.2 - 34 APPENDIX E 35 HCM 6th Signalized Intersection Summary 143: College (US 287) & Kensington short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 33 16 41 14 8 24 53 1316 37 28 847 44 Future Volume (veh/h) 33 16 41 14 8 24 53 1316 37 28 847 44 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.98 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 1796 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1796 Adj Flow Rate, veh/h 36 17 17 15 9 2 58 1430 11 30 921 47 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 184 80 80 168 139 31 540 3888 1205 368 3747 191 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.04 0.76 0.76 0.03 0.75 0.75 Sat Flow, veh/h 1335 853 853 1363 1474 328 1781 5106 1583 1781 4975 253 Grp Volume(v), veh/h 36 0 34 15 0 11 58 1430 11 30 630 338 Grp Sat Flow(s),veh/h/ln 1335 0 1707 1363 0 1802 1781 1702 1583 1781 1702 1824 Q Serve(g_s), s 2.8 0.0 2.0 1.1 0.0 0.6 0.8 10.2 0.2 0.4 6.2 6.2 Cycle Q Clear(g_c), s 3.4 0.0 2.0 3.2 0.0 0.6 0.8 10.2 0.2 0.4 6.2 6.2 Prop In Lane 1.00 0.50 1.00 0.18 1.00 1.00 1.00 0.14 Lane Grp Cap(c), veh/h 184 0 160 168 0 169 540 3888 1205 368 2564 1374 V/C Ratio(X) 0.20 0.00 0.21 0.09 0.00 0.06 0.11 0.37 0.01 0.08 0.25 0.25 Avail Cap(c_a), veh/h 519 0 590 511 0 623 600 3888 1205 443 2564 1374 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 47.0 0.0 46.1 47.5 0.0 45.4 2.6 4.3 3.2 3.0 4.1 4.1 Incr Delay (d2), s/veh 0.5 0.0 0.7 0.2 0.0 0.2 0.1 0.3 0.0 0.1 0.2 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 1.0 0.0 0.9 0.4 0.0 0.3 0.2 2.7 0.0 0.1 1.7 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.5 0.0 46.7 47.7 0.0 45.6 2.7 4.6 3.2 3.1 4.3 4.5 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 70 26 1499 998 Approach Delay, s/veh 47.1 46.8 4.5 4.4 Approach LOS D D A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 87.3 15.3 6.4 88.3 15.3 Change Period (Y+Rc), s 4.0 5.5 6.0 4.0 5.5 6.0 Max Green Setting (Gmax), s 7.0 50.5 37.0 7.0 50.5 37.0 Max Q Clear Time (g_c+I1), s 2.8 8.2 5.4 2.4 12.2 5.2 Green Ext Time (p_c), s 0.0 3.8 0.2 0.0 7.3 0.1 Intersection Summary HCM 6th Ctrl Delay 6.0 HCM 6th LOS A 36 Timing Report, Sorted By Phase 143: College (US 287) & Kensington short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 56 43 11 56 43 Maximum Split (%) 10.0% 50.9% 39.1% 10.0% 50.9% 39.1% Minimum Split (s) 11 22.5 43 11 22.5 42 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 113113 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 30 10 29 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 94 105 51 94 105 51 End Time (s) 105 51 94 105 51 94 Yield/Force Off (s) 101 45.5 88 101 45.5 88 Yield/Force Off 170(s) 101 35.5 58 101 35.5 59 Local Start Time (s) 43 54 0 43 54 0 Local Yield (s) 50 104.5 37 50 104.5 37 Local Yield 170(s) 50 94.5 7 50 94.5 8 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 51 (46%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 143: College (US 287) & Kensington 37 HCM 6th Signalized Intersection Summary 143: College (US 287) & Kensington short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 33 93 100 29 63 26 1332 45 57 1678 41 Future Volume (veh/h) 40 33 93 100 29 63 26 1332 45 57 1678 41 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1870 1796 1870 1870 1796 1870 1870 1870 1870 1870 1796 Adj Flow Rate, veh/h 44 36 21 110 32 9 29 1464 26 63 1844 44 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222 Cap, veh/h 227 163 95 219 206 58 428 3548 1094 95 2543 61 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.24 0.69 0.69 0.05 0.50 0.50 Sat Flow, veh/h 1307 1106 645 1342 1398 393 1781 5106 1575 1781 5129 122 Grp Volume(v), veh/h 44 0 57 110 0 41 29 1464 26 63 1223 665 Grp Sat Flow(s),veh/h/ln 1307 0 1751 1342 0 1791 1781 1702 1575 1781 1702 1847 Q Serve(g_s), s 3.6 0.0 3.4 9.4 0.0 2.4 1.5 14.7 0.6 4.2 33.9 34.0 Cycle Q Clear(g_c), s 6.0 0.0 3.4 12.9 0.0 2.4 1.5 14.7 0.6 4.2 33.9 34.0 Prop In Lane 1.00 0.37 1.00 0.22 1.00 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 227 0 258 219 0 264 428 3548 1094 95 1688 916 V/C Ratio(X) 0.19 0.00 0.22 0.50 0.00 0.16 0.07 0.41 0.02 0.66 0.72 0.73 Avail Cap(c_a), veh/h 448 0 555 446 0 567 428 3548 1094 148 1688 916 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 47.3 0.0 45.1 50.8 0.0 44.6 35.2 7.8 5.7 55.7 23.8 23.8 Incr Delay (d2), s/veh 0.4 0.0 0.4 1.8 0.0 0.3 0.1 0.4 0.0 7.5 2.7 5.0 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 0.0 1.5 3.3 0.0 1.1 0.7 4.8 0.2 2.1 13.7 15.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.7 0.0 45.5 52.5 0.0 44.9 35.3 8.2 5.7 63.2 26.6 28.8 LnGrp LOS D A D D A D D A A E C C Approach Vol, veh/h 101 151 1519 1951 Approach Delay, s/veh 46.5 50.5 8.7 28.5 Approach LOS D D A C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 33.3 64.0 22.7 9.4 87.9 22.7 Change Period (Y+Rc), s 5.5 * 5.5 6.0 4.0 5.5 6.0 Max Green Setting (Gmax), s 9.0 * 59 37.0 9.0 58.5 37.0 Max Q Clear Time (g_c+I1), s 3.5 36.0 8.0 6.2 16.7 14.9 Green Ext Time (p_c), s 0.0 8.8 0.3 0.0 7.7 0.4 Intersection Summary HCM 6th Ctrl Delay 21.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 38 Timing Report, Sorted By Phase 143: College (US 287) & Kensington short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 3 Phase Number 124568 Movement NBL SBT EBTL SBL NBT WBTL Lead/Lag Lag Lead Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Recall Mode None C-Max None None Max None Maximum Split (s) 13 64 43 13 64 43 Maximum Split (%) 10.8% 53.3% 35.8% 10.8% 53.3% 35.8% Minimum Split (s) 11 22.5 43 11 22.5 42 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 113113 Minimum Initial (s) 4 10 7 4 10 7 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 30 10 29 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 111.5 47.5 4.5 47.5 60.5 4.5 End Time (s) 4.5 111.5 47.5 60.5 4.5 47.5 Yield/Force Off (s) 0.5 106 41.5 56.5 119 41.5 Yield/Force Off 170(s) 0.5 96 11.5 56.5 109 12.5 Local Start Time (s) 5.5 61.5 18.5 61.5 74.5 18.5 Local Yield (s) 14.5 0 55.5 70.5 13 55.5 Local Yield 170(s) 14.5 110 25.5 70.5 3 26.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 106 (88%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 143: College (US 287) & Kensington 39 HCM 6th TWSC 2: Kensington & East Access short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 73 86 19 17 14 Future Vol, veh/h 18 73 86 19 17 14 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 21 86 101 22 20 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 123 0 - 0 240 112 Stage 1 - - - - 112 - Stage 2 - - - - 128 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1464 - - - 748 941 Stage 1 - - - - 913 - Stage 2 - - - - 898 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1464 - - - 737 941 Mov Cap-2 Maneuver - - - - 737 - Stage 1 - - - - 899 - Stage 2 - - - - 898 - Approach EB WB SB HCM Control Delay, s 1.5 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1464 - - - 817 HCM Lane V/C Ratio 0.014 - - - 0.045 HCM Control Delay (s) 7.5 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 40 HCM 6th TWSC 5: Kensington & East Access short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 28 129 69 27 37 33 Future Vol, veh/h 28 129 69 27 37 33 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 31 143 77 30 41 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 107 0 - 0 297 92 Stage 1 - - - - 92 - Stage 2 - - - - 205 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1484 - - - 694 965 Stage 1 - - - - 932 - Stage 2 - - - - 829 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1484 - - - 678 965 Mov Cap-2 Maneuver - - - - 678 - Stage 1 - - - - 911 - Stage 2 - - - - 829 - Approach EB WB SB HCM Control Delay, s 1.3 0 10.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1484 - - - 789 HCM Lane V/C Ratio 0.021 - - - 0.099 HCM Control Delay (s) 7.5 0 - - 10.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0.1 - - - 0.3 41 HCM 6th TWSC 8: West Access & Kensington short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 33 9 37 29 34 10 3 57 1 0 3 Future Vol, veh/h 34 33 9 37 29 34 10 3 57 1 0 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 40 39 11 44 34 40 12 4 67 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 74 0 0 50 0 0 269 287 45 302 272 54 Stage 1 - ----- 125 125- 142 142- Stage 2 - ----- 144 162- 160 130- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1526 - - 1557 - - 684 623 1025 650 635 1013 Stage 1 - ----- 879 792- 861 779- Stage 2 - ----- 859 764- 842 789- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1526 - - 1557 - - 653 588 1025 579 599 1013 Mov Cap-2 Maneuver - ----- 653 588- 579 599- Stage 1 - ----- 855 771- 838 756- Stage 2 - ----- 830 741- 762 768- Approach EB WB NB SB HCM Control Delay, s 3.3 2.7 9.3 9.2 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 921 1526 - - 1557 - - 853 HCM Lane V/C Ratio 0.089 0.026 - - 0.028 - - 0.006 HCM Control Delay (s) 9.3 7.4 0 - 7.4 0 - 9.2 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.3 0.1 - - 0.1 - - 0 42 HCM 6th TWSC 8: West Access & Kensington short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 74 12 27 73 2 16 0 39 44 1 25 Future Vol, veh/h 6 74 12 27 73 2 16 0 39 44 1 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 7 82 13 30 81 2 18 0 43 49 1 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 83 0 0 95 0 0 260 246 89 266 251 82 Stage 1 - ----- 103 103- 142 142- Stage 2 - ----- 157 143- 124 109- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1514 - - 1499 - - 693 656 969 687 652 978 Stage 1 - ----- 903 810- 861 779- Stage 2 - ----- 845 779- 880 805- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1514 - - 1499 - - 659 639 969 643 635 978 Mov Cap-2 Maneuver - ----- 659 639- 643 635- Stage 1 - ----- 898 806- 857 763- Stage 2 - ----- 803 763- 836 801- Approach EB WB NB SB HCM Control Delay, s 0.5 2 9.6 10.5 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 852 1514 - - 1499 - - 732 HCM Lane V/C Ratio 0.072 0.004 - - 0.02 - - 0.106 HCM Control Delay (s) 9.6 7.4 0 - 7.5 0 - 10.5 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.4 43 HCM 6th TWSC 258: Mason & Kensington short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 15 27 199 30 43 106 Future Vol, veh/h 15 27 199 30 43 106 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 18 32 234 35 51 125 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 479 252 0 0 269 0 Stage 1 252 ----- Stage 2 227 ----- 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 545 787 - - 1295 - Stage 1 790 ----- Stage 2 811 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 522 787 - - 1295 - Mov Cap-2 Maneuver 522 ----- Stage 1 790 ----- Stage 2 777 ----- Approach WB NB SB HCM Control Delay, s 10.8 0 2.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 666 1295 - HCM Lane V/C Ratio - - 0.074 0.039 - HCM Control Delay (s) - - 10.8 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 44 HCM 6th TWSC 264: Mason & Kensington short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 61 53 253 33 58 277 Future Vol, veh/h 61 53 253 33 58 277 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 68 59 281 37 64 308 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 736 300 0 0 318 0 Stage 1 300 ----- Stage 2 436 ----- 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 386 740 - - 1242 - Stage 1 752 ----- Stage 2 652 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 362 740 - - 1242 - Mov Cap-2 Maneuver 362 ----- Stage 1 752 ----- Stage 2 612 ----- Approach WB NB SB HCM Control Delay, s 15.3 0 1.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 475 1242 - HCM Lane V/C Ratio - - 0.267 0.052 - HCM Control Delay (s) - - 15.3 8.1 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 1.1 0.2 - 45 APPENDIX F 46 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Dutch Brothers Coffee TIS, April 2019 College Avenue Harmony Road Kensington Avenue Fossil Parkway Mason Street 47 Pedestrian LOS Worksheet Project Location Classification: Commercial Corridor 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 Commercial and Mason Trail to the west Recreational/ Commercial Minimum B B C B B 1 Actual A C A B B Proposed A C A B B Commercial to the south Commercial Minimum B B C B B 2 Actual A B B B B Proposed A B B B B Commercial to the east Commercial Minimum B B C B B 3 Actual A B C B B Proposed A B C B B Commercial to the north Commercial Minimum B B C B B 4 Actual A B A B B Proposed A B A B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 48 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 Mason Street Trail to 1 the west Recreational B B B 2 3 4 49