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HomeMy WebLinkAboutREDTAIL PONDS - PDP - PDP130030 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 APPENDIX B 6 MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/24/2013 Observer: Carl Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: College/Fairway S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Fairway Westbound: Fairway 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 0 404 7 411 15 196 2 213 624 1 0 3 4 0 0 1 1 5 629 7:45 2 443 4 449 12 208 3 223 672 0 0 1 1 0 0 3 3 4 676 8:00 2 355 5 362 12 196 4 212 574 1 0 2 3 2 0 5 7 10 584 8:15 0 342 4 346 2 194 1 197 543 1 0 1 2 0 0 8 8 10 553 7:30-8:30 4 1544 20 1568 41 794 10 845 2413 3 0 7 10 2 0 17 19 29 2442 PHF 0.87 0.95 0.63 0.59 4:30 3 332 3 338 3 430 1 434 772 4 0 4 8 3 0 10 13 21 793 4:45 0 435 2 437 13 524 1 538 975 1 0 1 2 3 0 12 15 17 992 5:00 0 350 1 351 11 363 1 375 726 4 0 3 7 3 0 6 9 16 742 5:15 0 329 5 334 7 442 0 449 783 0 0 0 0 0 0 5 5 5 788 4:30-5:30 3 1446 11 1460 34 1759 3 1796 3256 9 0 8 17 9 0 33 42 59 3315 PHF 0.84 0.83 0.53 0.7 7 MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7/25/2013 Observer: Carl Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: College/Fossil Creek S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Cameron 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 2 349 3 354 9 189 3 201 555 1 0 0 1 9 0 25 34 35 590 7:45 3 415 9 427 13 210 4 227 654 1 0 1 2 8 1 27 36 38 692 8:00 6 335 11 352 14 190 9 213 565 2 1 1 4 12 1 29 42 46 611 8:15 6 338 5 349 13 210 3 226 575 2 1 2 5 8 0 30 38 43 618 7:30-8:30 17 1437 28 1482 49 799 19 867 2349 6 2 4 12 37 2 111 150 162 2511 PHF 0.87 0.95 0.6 0.89 4:30 5 319 11 335 28 375 2 405 740 4 2 6 12 10 0 13 23 35 775 4:45 12 324 11 347 24 387 4 415 762 6 2 4 12 12 0 27 39 51 813 5:00 7 348 12 367 28 415 2 445 812 10 2 8 20 18 0 25 43 63 875 5:15 4 358 17 379 32 444 1 477 856 7 1 4 12 8 0 16 24 36 892 4:30-5:30 28 1349 51 1428 112 1621 9 1742 3170 27 7 22 56 48 0 81 129 185 3355 PHF 0.94 0.91 0.7 0.75 8 APPENDIX C 9 HCM 2010 Signalized Intersection Summary 117: College (US 287) & Fossil Creek Recent AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 6 2 4 37 2 111 17 1444 28 49 767 19 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 193.7 186.3 182.4 193.7 193.7 184.4 184.4 191.8 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 137 138 113 174 7 117 546 2715 1200 314 2830 1203 Arrive On Green 0.07 0.07 0.00 0.07 0.07 0.07 0.03 0.74 0.74 0.04 0.75 0.75 Sat Flow, veh/h 1395 1937 1583 1394 94 1647 1756 3688 1630 1792 3763 1599 Grp Volume(v), veh/h 7 2 0 44 0 11 19 1641 14 56 872 7 Grp Sat Flow(s),veh/h/ln 1395 1937 1583 1488 0 1647 1756 1844 1630 1792 1881 1599 Q Serve(g_s), s 0.5 0.1 0.0 2.5 0.0 0.6 0.2 19.8 0.2 0.6 7.0 0.1 Cycle Q Clear(g_c), s 3.1 0.1 0.0 2.6 0.0 0.6 0.2 19.8 0.2 0.6 7.0 0.1 Prop In Lane 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 137 138 113 181 0 117 546 2715 1200 314 2830 1203 V/C Ratio(X) 0.05 0.01 0.00 0.24 0.00 0.09 0.03 0.60 0.01 0.18 0.31 0.01 Avail Cap(c_a), veh/h 320 393 321 376 0 334 648 2715 1200 389 2830 1203 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.1 40.5 0.0 41.6 0.0 40.7 2.8 5.9 3.3 5.0 3.7 2.9 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.7 0.0 0.3 0.0 1.0 0.0 0.3 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 Back of Q (50%), veh/ln 0.2 0.0 0.0 1.0 0.0 0.3 0.1 6.1 0.1 0.3 2.4 0.0 Lane Grp Delay (d), s/veh 43.3 40.5 0.0 42.3 0.0 41.0 2.8 6.9 3.3 5.3 4.0 2.9 Lane Grp LOS D D D D AAAAAA Approach Vol, veh/h 9 55 1674 935 Approach Delay, s/veh 42.7 42.1 6.8 4.1 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.7 11.7 5.6 75.0 7.1 76.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 18.0 18.0 7.0 68.0 7.0 68.5 Max Q Clear Time (g_c+I1), s 5.1 4.6 2.2 21.8 2.6 9.0 Green Ext Time (p_c), s 0.1 0.1 0.0 17.0 0.0 18.0 Intersection Summary HCM 2010 Ctrl Delay 6.7 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. 10 Timing Report, Sorted By Phase 117: College (US 287) & Fossil Creek Recent AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 4 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 75 24 11 75 24 Maximum Split (%) 10.0% 68.2% 21.8% 10.0% 68.2% 21.8% Minimum Split (s) 11 23.5 33 11 35 34 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 4 15 7 4 15 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 20 21 21 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 24 35 0 24 35 0 End Time (s) 35 0 24 35 0 24 Yield/Force Off (s) 31 103.5 18 31 103 18 Yield/Force Off 170(s) 31 93.5 108 31 82 107 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 31 103.5 18 31 103 18 Local Yield 170(s) 31 93.5 108 31 82 107 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 117: College (US 287) & Fossil Creek 11 HCM 2010 Signalized Intersection Summary 117: College (US 287) & Fossil Creek recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 27 7 22 48 0 81 28 1351 51 112 1634 9 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 193.7 186.3 182.4 193.7 193.7 184.4 184.4 191.8 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 128 159 130 180 0 136 267 2751 1215 351 2857 1214 Arrive On Green 0.08 0.08 0.00 0.08 0.00 0.08 0.03 0.75 0.75 0.04 0.76 0.00 Sat Flow, veh/h 1402 1937 1583 1391 0 1647 1756 3688 1629 1792 3763 1599 Grp Volume(v), veh/h 29 8 0 52 0 8 30 1453 38 120 1757 0 Grp Sat Flow(s),veh/h/ln 1402 1937 1583 1391 0 1647 1756 1844 1629 1792 1881 1599 Q Serve(g_s), s 2.2 0.4 0.0 3.7 0.0 0.5 0.4 18.2 0.7 1.5 23.2 0.0 Cycle Q Clear(g_c), s 6.4 0.4 0.0 4.2 0.0 0.5 0.4 18.2 0.7 1.5 23.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 128 159 130 180 0 136 267 2751 1215 351 2857 1214 V/C Ratio(X) 0.23 0.05 0.00 0.29 0.00 0.06 0.11 0.53 0.03 0.34 0.61 0.00 Avail Cap(c_a), veh/h 204 264 216 259 0 225 341 2751 1215 451 2857 1214 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 51.3 46.5 0.0 48.4 0.0 46.5 5.2 5.9 3.6 5.0 6.0 0.0 Incr Delay (d2), s/veh 0.9 0.1 0.0 0.9 0.0 0.2 0.2 0.7 0.0 0.6 1.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.8 0.2 0.0 1.5 0.0 0.2 0.1 5.9 0.2 0.6 7.7 0.0 Lane Grp Delay (d), s/veh 52.1 46.6 0.0 49.3 0.0 46.7 5.4 6.6 3.7 5.5 7.0 0.0 Lane Grp LOS D D D D AAAAA Approach Vol, veh/h 37 60 1521 1877 Approach Delay, s/veh 51.0 48.9 6.5 6.9 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 14.0 14.0 6.4 88.0 7.9 89.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 14.0 14.0 7.0 79.0 10.0 82.5 Max Q Clear Time (g_c+I1), s 8.4 6.2 2.4 20.2 3.5 25.2 Green Ext Time (p_c), s 0.1 0.1 0.0 29.0 0.1 28.7 Intersection Summary HCM 2010 Ctrl Delay 7.9 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. 12 Timing Report, Sorted By Phase 117: College (US 287) & Fossil Creek recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 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 89 20 14 86 20 Maximum Split (%) 9.2% 74.2% 16.7% 11.7% 71.7% 16.7% Minimum Split (s) 11 23.5 33 11 35 34 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 4 14.5 7 4 13.5 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 20 21 21 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 59 70 39 59 73 39 End Time (s) 70 39 59 73 39 59 Yield/Force Off (s) 66 32.5 53 69 32 53 Yield/Force Off 170(s) 66 22.5 33 69 11 32 Local Start Time (s) 20 31 0 20 34 0 Local Yield (s) 27 113.5 14 30 113 14 Local Yield 170(s) 27 103.5 114 30 92 113 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 39 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 117: College (US 287) & Fossil Creek 13 HCM 2010 TWSC 1: College (US 287) & Fairway Recent AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30720174 1537 20 41 826 10 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 - - 20 200 - 200 200 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - -2 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 40820205 1808 24 48 972 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1982 2886 486 2400 2886 904 972 0 0 1808 0 0 Stage 1 1068 1068 - 1818 1818 ------- Stage 2 914 1818 - 582 1068 ------- Follow-up Headway 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Capacity-1 Maneuver 36 16 527 17 16 280 705 - - 336 - - Stage 1 237 296 - 80 128 ------- Stage 2 294 128 - 466 296 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 30 14 527 15 14 280 705 - - 336 - - Mov Capacity-2 Maneuver 30 14 - 15 14 ------- Stage 1 235 254 - 79 127 ------- Stage 2 271 127 - 393 254 ------- Approach EB WB NB SB HCM Control Delay, s 50.5 48.2 0 0.8 HCM LOS F E Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 705 - - 30 0 527 50 280 336 - - HCM Lane V/C Ratio 0.007 - - 0.118 + 0.016 0.18 0.048 0.144 - - HCM Control Delay (s) 10.141 - - 140.4 0 11.9 92.2 18.5 17.502 - - HCM Lane LOS B F A B F C C HCM 95th %tile Q(veh) 0.02 - - 0.361 + 0.048 0.592 0.149 0.496 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 14 HCM 2010 TWSC 1: College (US 287) & Fairway recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90890333 1445 11 34 1738 3 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 - - 20 200 - 200 200 - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - -2 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 222222222222 Mvmt Flow 10 0 9 10 0 37 3 1606 12 38 1931 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2816 3619 966 2653 3619 803 1931 0 0 1606 0 0 Stage 1 2007 2007 - 1612 1612 ------- Stage 2 809 1612 - 1041 2007 ------- Follow-up Headway 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Capacity-1 Maneuver # 8 5 254 11 5 326 301 - - 403 - - Stage 1 61 102 - 109 162 ------- Stage 2 340 162 - 246 102 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver # 7 4 254 10 4 326 301 - - 403 - - Mov Capacity-2 Maneuver # 7 4 - 10 4 ------- Stage 1 60 92 - 108 160 ------- Stage 2 299 160 - 215 92 ------- Approach EB WB NB SB HCM Control Delay, s $ 643.9 235.3 0 0.3 HCM LOS F F Minor Lane / Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 301 - - 7 0 254 21 326 403 - - HCM Lane V/C Ratio 0.011 - - 1.429 + 0.035 1.058 0.075 0.094 - - HCM Control Delay (s) 17.094 - - $ 1198.7 0 19.7 $ 475.5 16.9 14.855 - - HCM Lane LOS C F A C F C B HCM 95th %tile Q(veh) 0.034 - - 2.133 + 0.108 2.964 0.242 0.308 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 15 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 16 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (arterial/collector or local— any approach leg) N/A F** F** E Stop sign control (collector/local—any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 17 APPENDIX D 18 300 400 500 600 700 800 900 1000 1100 1200 1300 100 200 300 400 500 *75 *100 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES WB PM 10 VPH AM 2786 VPH PM 3592 VPH WB AM 6 VPH EB PM 101 VPH EB AM 50 VPH (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 70 KM/H (40 MPH) ON MAJOR STREET) MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2018) TOTAL PEAK HOUR WARRANT AT COLLEGE/FAIRWAY MUTCD, 2003 EDITION, PAGE 4C-7 19 APPENDIX E 20 HCM 2010 Signalized Intersection Summary 117: College (US 287) & Fossil Creek Short Background AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 12 4 7 37 16 111 36 1590 28 50 852 63 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 193.7 186.3 182.4 193.7 193.7 184.4 184.4 191.8 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 136 152 125 146 45 130 541 2692 1190 275 2765 1175 Arrive On Green 0.08 0.08 0.00 0.08 0.08 0.08 0.04 0.73 0.73 0.09 1.00 1.00 Sat Flow, veh/h 1368 1937 1583 1030 571 1647 1756 3688 1630 1792 3763 1599 Grp Volume(v), veh/h 14 5 0 60 0 17 41 1807 13 57 968 54 Grp Sat Flow(s),veh/h/ln 1368 1937 1583 1602 0 1647 1756 1844 1630 1792 1881 1599 Q Serve(g_s), s 0.9 0.2 0.0 2.8 0.0 0.9 0.5 24.5 0.2 0.7 0.0 0.0 Cycle Q Clear(g_c), s 4.3 0.2 0.0 3.3 0.0 0.9 0.5 24.5 0.2 0.7 0.0 0.0 Prop In Lane 1.00 1.00 0.70 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 136 152 125 191 0 130 541 2692 1190 275 2765 1175 V/C Ratio(X) 0.10 0.03 0.00 0.31 0.00 0.13 0.08 0.67 0.01 0.21 0.35 0.05 Avail Cap(c_a), veh/h 303 389 318 384 0 331 622 2692 1190 349 2765 1175 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 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 43.7 40.2 0.0 41.6 0.0 40.6 2.6 6.8 3.5 6.3 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.1 0.0 0.9 0.0 0.5 0.1 1.4 0.0 0.3 0.3 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 Back of Q (50%), veh/ln 0.3 0.1 0.0 1.4 0.0 0.4 0.1 7.8 0.1 0.3 0.1 0.0 Lane Grp Delay (d), s/veh 44.0 40.3 0.0 42.6 0.0 41.0 2.7 8.1 3.5 6.6 0.3 0.1 Lane Grp LOS D D D D AAAAAA Approach Vol, veh/h 19 77 1861 1079 Approach Delay, s/veh 43.1 42.2 8.0 0.6 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 12.4 12.4 6.6 75.0 7.1 75.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 18.0 18.0 7.0 68.0 7.0 68.5 Max Q Clear Time (g_c+I1), s 6.3 5.3 2.5 26.5 2.7 2.0 Green Ext Time (p_c), s 0.2 0.2 0.0 20.1 0.0 23.6 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. 21 Timing Report, Sorted By Phase 117: College (US 287) & Fossil Creek Short Background AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 4 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 75 24 11 75 24 Maximum Split (%) 10.0% 68.2% 21.8% 10.0% 68.2% 21.8% Minimum Split (s) 11 23.5 33 11 35 34 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 4 15 7 4 15 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 20 21 21 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 24 35 0 24 35 0 End Time (s) 35 0 24 35 0 24 Yield/Force Off (s) 31 103.5 18 31 103 18 Yield/Force Off 170(s) 31 93.5 108 31 82 107 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 31 103.5 18 31 103 18 Local Yield 170(s) 31 93.5 108 31 82 107 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 117: College (US 287) & Fossil Creek 22 HCM 2010 Signalized Intersection Summary 117: College (US 287) & Fossil Creek Short Background PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 68 20 39 48 3 83 31 1473 51 113 1796 17 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 193.7 186.3 182.4 193.7 193.7 184.4 184.4 191.8 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 170 233 191 213 11 198 279 2634 1164 297 2734 1161 Arrive On Green 0.12 0.12 0.00 0.12 0.12 0.12 0.03 0.71 0.71 0.09 1.00 1.00 Sat Flow, veh/h 1397 1937 1583 1264 89 1647 1756 3688 1629 1792 3763 1598 Grp Volume(v), veh/h 73 22 0 55 0 9 33 1584 36 122 1931 3 Grp Sat Flow(s),veh/h/ln 1397 1937 1583 1353 0 1647 1756 1844 1629 1792 1881 1598 Q Serve(g_s), s 5.9 1.2 0.0 3.8 0.0 0.6 0.6 24.7 0.7 2.0 0.0 0.0 Cycle Q Clear(g_c), s 10.9 1.2 0.0 5.0 0.0 0.6 0.6 24.7 0.7 2.0 0.0 0.0 Prop In Lane 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 170 233 191 224 0 198 279 2634 1164 297 2734 1161 V/C Ratio(X) 0.43 0.09 0.00 0.25 0.00 0.05 0.12 0.60 0.03 0.41 0.71 0.00 Avail Cap(c_a), veh/h 184 253 207 239 0 215 347 2634 1164 391 2734 1161 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 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.57 0.57 0.57 Uniform Delay (d), s/veh 51.7 45.0 0.0 47.1 0.0 44.7 3.8 8.2 4.8 7.7 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.2 0.0 0.6 0.0 0.1 0.2 1.0 0.0 0.5 0.9 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 Back of Q (50%), veh/ln 2.2 0.6 0.0 1.5 0.0 0.2 0.2 8.7 0.2 0.9 0.3 0.0 Lane Grp Delay (d), s/veh 53.4 45.2 0.0 47.7 0.0 44.8 4.0 9.2 4.8 8.2 0.9 0.0 Lane Grp LOS D D D D AAAAAA Approach Vol, veh/h 95 64 1653 2056 Approach Delay, s/veh 51.5 47.3 9.0 1.3 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 18.8 18.8 6.6 88.1 8.0 89.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 14.0 14.0 7.0 79.0 10.0 82.5 Max Q Clear Time (g_c+I1), s 12.9 7.0 2.6 26.7 4.0 2.0 Green Ext Time (p_c), s 0.1 0.2 0.0 32.3 0.1 40.3 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. 23 Timing Report, Sorted By Phase 117: College (US 287) & Fossil Creek Short Background PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 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 89 20 14 86 20 Maximum Split (%) 9.2% 74.2% 16.7% 11.7% 71.7% 16.7% Minimum Split (s) 11 23.5 33 11 35 34 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 4 14.5 7 4 13.5 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 20 21 21 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 59 70 39 59 73 39 End Time (s) 70 39 59 73 39 59 Yield/Force Off (s) 66 32.5 53 69 32 53 Yield/Force Off 170(s) 66 22.5 33 69 11 32 Local Start Time (s) 20 31 0 20 34 0 Local Yield (s) 27 113.5 14 30 113 14 Local Yield 170(s) 27 103.5 114 30 92 113 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 39 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 117: College (US 287) & Fossil Creek 24 HCM 2010 Signalized Intersection Summary 1: College (US 287) & Fairway Short Background AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 28 1 33 2 4 17 39 1654 20 41 930 89 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 190.0 186.3 186.3 186.3 186.3 186.3 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 134 80 68 68 56 68 468 2838 1206 326 2869 1219 Arrive On Green 0.04 0.04 0.00 0.04 0.04 0.00 0.08 1.00 1.00 0.04 0.76 0.76 Sat Flow, veh/h 1405 1863 1583 411 1320 1583 1774 3725 1583 1792 3763 1599 Grp Volume(v), veh/h 33 1070046 1946 9 48 1094 82 Grp Sat Flow(s),veh/h/ln 1405 1863 1583 1731 0 1583 1774 1863 1583 1792 1881 1599 Q Serve(g_s), s 2.1 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.5 8.9 1.2 Cycle Q Clear(g_c), s 2.4 0.0 0.0 0.3 0.0 0.0 0.5 0.0 0.0 0.5 8.9 1.2 Prop In Lane 1.00 1.00 0.29 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 134 80 68 125 0 68 468 2838 1206 326 2869 1219 V/C Ratio(X) 0.25 0.01 0.00 0.06 0.00 0.00 0.10 0.69 0.01 0.15 0.38 0.07 Avail Cap(c_a), veh/h 367 388 330 408 0 330 551 2838 1206 409 2869 1219 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 0.00 0.67 0.67 0.67 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.1 41.8 0.0 41.9 0.0 0.0 2.2 0.0 0.0 1.8 3.6 2.7 Incr Delay (d2), s/veh 0.9 0.1 0.0 0.2 0.0 0.0 0.1 0.9 0.0 0.2 0.4 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 Back of Q (50%), veh/ln 0.8 0.0 0.0 0.2 0.0 0.0 0.1 0.4 0.0 0.1 2.9 0.3 Lane Grp Delay (d), s/veh 44.0 41.8 0.0 42.1 0.0 0.0 2.2 0.9 0.0 2.0 4.0 2.8 Lane Grp LOS D D D AAAAAA Approach Vol, veh/h 34 7 2001 1224 Approach Delay, s/veh 44.0 42.1 0.9 3.9 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 8.9 8.9 6.8 75.4 6.8 75.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 18.0 18.0 7.0 68.0 7.0 68.5 Max Q Clear Time (g_c+I1), s 4.4 2.3 2.5 2.0 2.5 10.9 Green Ext Time (p_c), s 0.1 0.1 0.0 49.1 0.0 44.3 Intersection Summary HCM 2010 Ctrl Delay 2.6 HCM 2010 LOS A Notes 25 Timing Report, Sorted By Phase 1: College (US 287) & Fairway Short Background AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 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 75 24 11 75 24 Maximum Split (%) 10.0% 68.2% 21.8% 10.0% 68.2% 21.8% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 24 35 0 24 35 0 End Time (s) 35 0 24 35 0 24 Yield/Force Off (s) 31 103.5 18 31 103 18 Yield/Force Off 170(s) 31 103.5 18 31 103 18 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 31 103.5 18 31 103 18 Local Yield 170(s) 31 103.5 18 31 103 18 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: College (US 287) & Fairway 26 HCM 2010 Signalized Intersection Summary 1: College (US 287) & Fairway Short Background PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 81 4 44 9 1 33 21 1592 11 34 1873 30 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 190.0 186.3 186.3 186.3 186.3 186.3 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 187 174 148 181 15 148 201 2781 1182 328 2834 1204 Arrive On Green 0.09 0.09 0.00 0.09 0.09 0.00 0.05 1.00 0.00 0.03 0.75 0.75 Sat Flow, veh/h 1410 1863 1583 1281 164 1583 1774 3725 1583 1792 3763 1599 Grp Volume(v), veh/h 90 4 0 11 0 0 23 1769 0 38 2081 18 Grp Sat Flow(s),veh/h/ln 1410 1863 1583 1445 0 1583 1774 1863 1583 1792 1881 1599 Q Serve(g_s), s 6.9 0.2 0.0 0.5 0.0 0.0 0.3 0.0 0.0 0.5 33.9 0.3 Cycle Q Clear(g_c), s 7.6 0.2 0.0 0.7 0.0 0.0 0.3 0.0 0.0 0.5 33.9 0.3 Prop In Lane 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 187 174 148 197 0 148 201 2781 1182 328 2834 1204 V/C Ratio(X) 0.48 0.02 0.00 0.06 0.00 0.00 0.11 0.64 0.00 0.12 0.73 0.01 Avail Cap(c_a), veh/h 246 252 214 257 0 214 280 2781 1182 445 2834 1204 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 0.00 0.75 0.75 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.4 45.7 0.0 45.9 0.0 0.0 8.2 0.0 0.0 2.6 7.6 3.4 Incr Delay (d2), s/veh 1.9 0.1 0.0 0.1 0.0 0.0 0.2 0.8 0.0 0.2 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 2.6 0.1 0.0 0.3 0.0 0.0 0.2 0.3 0.0 0.2 11.7 0.1 Lane Grp Delay (d), s/veh 51.3 45.7 0.0 46.0 0.0 0.0 8.4 0.8 0.0 2.7 9.3 3.4 Lane Grp LOS D D D A A A A A Approach Vol, veh/h 94 11 1792 2137 Approach Delay, s/veh 51.1 46.0 0.9 9.1 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 15.3 15.3 6.0 88.8 6.8 89.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 14.0 14.0 7.0 79.0 10.0 82.5 Max Q Clear Time (g_c+I1), s 9.6 2.7 2.3 2.0 2.5 35.9 Green Ext Time (p_c), s 0.1 0.2 0.0 67.8 0.0 43.1 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Notes 27 Timing Report, Sorted By Phase 1: College (US 287) & Fairway Short Background PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 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 89 20 14 86 20 Maximum Split (%) 9.2% 74.2% 16.7% 11.7% 71.7% 16.7% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 20 31 0 20 34 0 End Time (s) 31 0 20 34 0 20 Yield/Force Off (s) 27 113.5 14 30 113 14 Yield/Force Off 170(s) 27 113.5 14 30 113 14 Local Start Time (s) 20 31 0 20 34 0 Local Yield (s) 27 113.5 14 30 113 14 Local Yield 170(s) 27 113.5 14 30 113 14 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 Red Splits and Phases: 1: College (US 287) & Fairway 28 APPENDIX F 29 HCM 2010 Signalized Intersection Summary 117: College (US 287) & Fossil Creek Short Total AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 12 4 9 37 16 111 38 1592 28 50 856 63 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 193.7 186.3 182.4 193.7 193.7 184.4 184.4 191.8 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 135 152 124 146 45 129 540 2693 1190 275 2763 1174 Arrive On Green 0.08 0.08 0.00 0.08 0.08 0.08 0.04 0.73 0.73 0.09 1.00 1.00 Sat Flow, veh/h 1368 1937 1583 1031 571 1647 1756 3688 1630 1792 3763 1599 Grp Volume(v), veh/h 14 5 0 60 0 17 43 1809 13 57 973 54 Grp Sat Flow(s),veh/h/ln 1368 1937 1583 1602 0 1647 1756 1844 1630 1792 1881 1599 Q Serve(g_s), s 0.9 0.2 0.0 2.8 0.0 0.9 0.5 24.6 0.2 0.7 0.0 0.0 Cycle Q Clear(g_c), s 4.3 0.2 0.0 3.3 0.0 0.9 0.5 24.6 0.2 0.7 0.0 0.0 Prop In Lane 1.00 1.00 0.70 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 135 152 124 191 0 129 540 2693 1190 275 2763 1174 V/C Ratio(X) 0.10 0.03 0.00 0.31 0.00 0.13 0.08 0.67 0.01 0.21 0.35 0.05 Avail Cap(c_a), veh/h 303 389 318 383 0 331 620 2693 1190 349 2763 1174 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 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 43.8 40.3 0.0 41.7 0.0 40.6 2.6 6.8 3.5 6.3 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.1 0.0 0.9 0.0 0.5 0.1 1.4 0.0 0.3 0.3 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 Back of Q (50%), veh/ln 0.3 0.1 0.0 1.4 0.0 0.4 0.1 7.8 0.1 0.3 0.1 0.0 Lane Grp Delay (d), s/veh 44.1 40.4 0.0 42.6 0.0 41.1 2.6 8.1 3.5 6.6 0.3 0.1 Lane Grp LOS D D D D AAAAAA Approach Vol, veh/h 19 77 1865 1084 Approach Delay, s/veh 43.1 42.3 8.0 0.6 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 12.4 12.4 6.7 75.1 7.1 75.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 18.0 18.0 7.0 68.0 7.0 68.5 Max Q Clear Time (g_c+I1), s 6.3 5.3 2.5 26.6 2.7 2.0 Green Ext Time (p_c), s 0.2 0.2 0.0 20.2 0.0 23.7 Intersection Summary HCM 2010 Ctrl Delay 6.4 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. 30 Timing Report, Sorted By Phase 117: College (US 287) & Fossil Creek Short Total AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 4 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 75 24 11 75 24 Maximum Split (%) 10.0% 68.2% 21.8% 10.0% 68.2% 21.8% Minimum Split (s) 11 23.5 33 11 35 34 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 4 15 7 4 15 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 20 21 21 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 24 35 0 24 35 0 End Time (s) 35 0 24 35 0 24 Yield/Force Off (s) 31 103.5 18 31 103 18 Yield/Force Off 170(s) 31 93.5 108 31 82 107 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 31 103.5 18 31 103 18 Local Yield 170(s) 31 93.5 108 31 82 107 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 117: College (US 287) & Fossil Creek 31 HCM 2010 Signalized Intersection Summary 117: College (US 287) & Fossil Creek Short Total PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 68 20 41 48 3 83 34 1478 51 113 1800 17 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 193.7 186.3 182.4 193.7 193.7 184.4 184.4 191.8 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 170 233 190 213 11 198 281 2635 1164 296 2729 1159 Arrive On Green 0.12 0.12 0.00 0.12 0.12 0.12 0.03 0.71 0.71 0.09 1.00 1.00 Sat Flow, veh/h 1397 1937 1583 1264 89 1647 1756 3688 1629 1792 3763 1598 Grp Volume(v), veh/h 73 22 0 55 0 9 37 1589 36 122 1935 3 Grp Sat Flow(s),veh/h/ln 1397 1937 1583 1353 0 1647 1756 1844 1629 1792 1881 1598 Q Serve(g_s), s 5.9 1.2 0.0 3.9 0.0 0.6 0.6 24.9 0.7 2.0 0.0 0.0 Cycle Q Clear(g_c), s 10.9 1.2 0.0 5.0 0.0 0.6 0.6 24.9 0.7 2.0 0.0 0.0 Prop In Lane 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 170 233 190 224 0 198 281 2635 1164 296 2729 1159 V/C Ratio(X) 0.43 0.09 0.00 0.25 0.00 0.05 0.13 0.60 0.03 0.41 0.71 0.00 Avail Cap(c_a), veh/h 184 252 206 238 0 215 346 2635 1164 389 2729 1159 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 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.56 0.56 0.56 Uniform Delay (d), s/veh 51.8 45.1 0.0 47.2 0.0 44.8 3.8 8.2 4.8 7.7 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.2 0.0 0.6 0.0 0.1 0.2 1.0 0.0 0.5 0.9 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 Back of Q (50%), veh/ln 2.2 0.6 0.0 1.5 0.0 0.2 0.2 8.8 0.2 0.9 0.3 0.0 Lane Grp Delay (d), s/veh 53.5 45.2 0.0 47.7 0.0 44.9 4.0 9.3 4.9 8.2 0.9 0.0 Lane Grp LOS D D D D AAAAAA Approach Vol, veh/h 95 64 1662 2060 Approach Delay, s/veh 51.6 47.3 9.1 1.3 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 18.8 18.8 6.8 88.2 8.0 89.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 14.0 14.0 7.0 79.0 10.0 82.5 Max Q Clear Time (g_c+I1), s 12.9 7.0 2.6 26.9 4.0 2.0 Green Ext Time (p_c), s 0.0 0.2 0.0 32.4 0.1 40.5 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Notes User approved pedestrian interval to be less than phase max green. 32 Timing Report, Sorted By Phase 117: College (US 287) & Fossil Creek Short Total PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 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 89 20 14 86 20 Maximum Split (%) 9.2% 74.2% 16.7% 11.7% 71.7% 16.7% Minimum Split (s) 11 23.5 33 11 35 34 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 4 14.5 7 4 13.5 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 20 21 21 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 59 70 39 59 73 39 End Time (s) 70 39 59 73 39 59 Yield/Force Off (s) 66 32.5 53 69 32 53 Yield/Force Off 170(s) 66 22.5 33 69 11 32 Local Start Time (s) 20 31 0 20 34 0 Local Yield (s) 27 113.5 14 30 113 14 Local Yield 170(s) 27 103.5 114 30 92 113 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 39 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 117: College (US 287) & Fossil Creek 33 HCM 2010 Signalized Intersection Summary 1: College (US 287) & Fairway Short Total AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 49 1 37 2 4 17 41 1654 20 41 930 100 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 190.0 186.3 186.3 186.3 186.3 186.3 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 164 121 103 68 97 103 451 2771 1178 320 2799 1190 Arrive On Green 0.07 0.07 0.00 0.07 0.07 0.00 0.08 1.00 1.00 0.04 0.74 0.74 Sat Flow, veh/h 1405 1863 1583 281 1491 1583 1774 3725 1583 1792 3763 1599 Grp Volume(v), veh/h 58 1070048 1946 7 48 1094 90 Grp Sat Flow(s),veh/h/ln 1405 1863 1583 1773 0 1583 1774 1863 1583 1792 1881 1599 Q Serve(g_s), s 3.8 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.6 9.8 1.4 Cycle Q Clear(g_c), s 4.1 0.0 0.0 0.3 0.0 0.0 0.5 0.0 0.0 0.6 9.8 1.4 Prop In Lane 1.00 1.00 0.29 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 164 121 103 165 0 103 451 2771 1178 320 2799 1190 V/C Ratio(X) 0.35 0.01 0.00 0.04 0.00 0.00 0.11 0.70 0.01 0.15 0.39 0.08 Avail Cap(c_a), veh/h 358 379 322 401 0 322 530 2771 1178 399 2799 1190 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 0.00 0.67 0.67 0.67 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.9 40.9 0.0 41.0 0.0 0.0 2.7 0.0 0.0 2.2 4.3 3.2 Incr Delay (d2), s/veh 1.3 0.0 0.0 0.1 0.0 0.0 0.1 1.0 0.0 0.2 0.4 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 Back of Q (50%), veh/ln 1.4 0.0 0.0 0.2 0.0 0.0 0.1 0.4 0.0 0.2 3.4 0.4 Lane Grp Delay (d), s/veh 44.2 40.9 0.0 41.1 0.0 0.0 2.7 1.0 0.0 2.4 4.7 3.4 Lane Grp LOS D D D AAAAAA Approach Vol, veh/h 59 7 2001 1232 Approach Delay, s/veh 44.2 41.1 1.1 4.5 Approach LOS D D A A Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 11.1 11.1 6.8 75.5 6.8 75.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 18.0 18.0 7.0 68.0 7.0 68.5 Max Q Clear Time (g_c+I1), s 6.1 2.3 2.5 2.0 2.6 11.8 Green Ext Time (p_c), s 0.1 0.1 0.0 49.1 0.0 43.8 Intersection Summary HCM 2010 Ctrl Delay 3.2 HCM 2010 LOS A Notes 34 Timing Report, Sorted By Phase 1: College (US 287) & Fairway Short Total AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 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 75 24 11 75 24 Maximum Split (%) 10.0% 68.2% 21.8% 10.0% 68.2% 21.8% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 24 35 0 24 35 0 End Time (s) 35 0 24 35 0 24 Yield/Force Off (s) 31 103.5 18 31 103 18 Yield/Force Off 170(s) 31 103.5 18 31 103 18 Local Start Time (s) 24 35 0 24 35 0 Local Yield (s) 31 103.5 18 31 103 18 Local Yield 170(s) 31 103.5 18 31 103 18 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: College (US 287) & Fairway 35 HCM 2010 Signalized Intersection Summary 1: College (US 287) & Fairway Short Total PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 97 4 48 9 1 33 26 1592 11 34 1873 56 Number 7 4 14 3 8 18 1 6 16 5 2 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 Adj Sat Flow veh/h/ln 186.3 186.3 186.3 190.0 186.3 186.3 186.3 186.3 186.3 188.1 188.1 188.1 Lanes 111011121121 Cap, veh/h 205 198 168 197 17 168 196 2742 1166 324 2783 1183 Arrive On Green 0.11 0.11 0.00 0.11 0.11 0.00 0.06 1.00 0.00 0.03 0.74 0.74 Sat Flow, veh/h 1410 1863 1583 1284 159 1583 1774 3725 1583 1792 3763 1599 Grp Volume(v), veh/h 108 4 0 11 0 0 29 1769 0 38 2081 46 Grp Sat Flow(s),veh/h/ln 1410 1863 1583 1444 0 1583 1774 1863 1583 1792 1881 1599 Q Serve(g_s), s 8.4 0.2 0.0 0.5 0.0 0.0 0.4 0.0 0.0 0.6 36.4 0.9 Cycle Q Clear(g_c), s 9.2 0.2 0.0 0.7 0.0 0.0 0.4 0.0 0.0 0.6 36.4 0.9 Prop In Lane 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 205 198 168 214 0 168 196 2742 1166 324 2783 1183 V/C Ratio(X) 0.53 0.02 0.00 0.05 0.00 0.00 0.15 0.65 0.00 0.12 0.75 0.04 Avail Cap(c_a), veh/h 242 248 210 253 0 210 268 2742 1166 438 2783 1183 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 0.00 0.75 0.75 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.5 45.2 0.0 45.4 0.0 0.0 9.6 0.0 0.0 3.0 8.6 3.9 Incr Delay (d2), s/veh 2.1 0.0 0.0 0.1 0.0 0.0 0.3 0.9 0.0 0.2 1.9 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 Back of Q (50%), veh/ln 3.2 0.1 0.0 0.3 0.0 0.0 0.2 0.3 0.0 0.2 12.9 0.3 Lane Grp Delay (d), s/veh 51.6 45.2 0.0 45.5 0.0 0.0 9.8 0.9 0.0 3.1 10.4 4.0 Lane Grp LOS D D D A A A B A Approach Vol, veh/h 112 11 1798 2165 Approach Delay, s/veh 51.4 45.5 1.0 10.2 Approach LOS D D A B Timer Assigned Phs 4 8 1 6 5 2 Phs Duration (G+Y+Rc), s 17.0 17.0 6.4 89.1 6.8 89.5 Change Period (Y+Rc), s 6.0 6.0 4.0 7.0 4.0 7.0 Max Green Setting (Gmax), s 14.0 14.0 7.0 79.0 10.0 82.5 Max Q Clear Time (g_c+I1), s 11.2 2.7 2.4 2.0 2.6 38.4 Green Ext Time (p_c), s 0.1 0.2 0.0 68.0 0.0 41.0 Intersection Summary HCM 2010 Ctrl Delay 7.4 HCM 2010 LOS A Notes 36 Timing Report, Sorted By Phase 1: College (US 287) & Fairway Short Total PM City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 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 89 20 14 86 20 Maximum Split (%) 9.2% 74.2% 16.7% 11.7% 71.7% 16.7% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 3 5.5 3 3 5.5 3 All-Red Time (s) 1131 1.53 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 20 31 0 20 34 0 End Time (s) 31 0 20 34 0 20 Yield/Force Off (s) 27 113.5 14 30 113 14 Yield/Force Off 170(s) 27 113.5 14 30 113 14 Local Start Time (s) 20 31 0 20 34 0 Local Yield (s) 27 113.5 14 30 113 14 Local Yield 170(s) 27 113.5 14 30 113 14 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 Red Splits and Phases: 1: College (US 287) & Fairway 37 APPENDIX G 38 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES 1 College Avenue (US287) Fossil Creek Harmony Road 5 3 4 2 39 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Level of Service (minimum based on project location classification) Description of Applicable Destination Area Within 1320’ Destination Area Classification Directness Continuity Street Crossings Visual Interest & Amenities Security Minimum B C C C B 1 Actual A C A C B Offices adjacent to the Site (Fossil Creek Office Park) Office Proposed A C A C B Minimum B C C C B 2 Actual A B A C B Commercial Uses north of the site Commercial Proposed A B A C B Minimum B C C C B 3 Actual A C C C B Commercial/Office uses northeast of the Site Commercial/ Office Proposed A C C C B Minimum B C C C B 4 Actual A C E C B Residential area to the east of the site Residential Proposed A C C C B Minimum B C C C B 5 Actual A B E C B The Max Station to the north of the site Transit Proposed A B C C B Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 40 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES 1 College Avenue (US287) Fossil Creek Harmony Road 2 41 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C C C Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 Mason/Fossil Creek Trail to the west Recreational C C B 2 South Transit Center to the north C C B 3 4 42