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HomeMy WebLinkAboutSUNSHINE HOUSE AT BUCKING HORSE - MJA190001 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/11/2018 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Miles House S = straight L = left turn Time Northbound: Southbound: Miles House Total Eastbound: Drake Westbound: Drake 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 85 13 13 3 147 150 202 5 207 357 370 7:45 0 10 8 18 18 4 130 134 155 3 158 292 310 8:00 0 10 7 17 17 3 133 136 147 3 150 286 303 8:15 0 58 13 13 1 116 117 124 5 129 246 259 7:30-8:30 0 0 0 0 33 0 28 61 61 11 526 0 537 0 628 16 644 1181 1242 PHF n/a n/a n/a n/a 0.83 n/a 0.88 0.85 0.85 0.69 0.89 n/a 0.9 n/a 0.78 0.8 0.78 0.83 0.84 4:30 0 74 11 11 11 131 142 149 5 154 296 307 4:45 0 10 6 16 16 15 168 183 160 4 164 347 363 5:00 0 77 14 14 14 147 161 160 11 171 332 346 5:15 0 64 10 10 9 191 200 176 13 189 389 399 4:30-5:30 0 0 0 0 30 0 21 51 51 49 637 0 686 0 645 33 678 1364 1415 PHF n/a n/a n/a n/a 0.75 n/a 0.75 0.8 0.8 0.82 0.83 n/a 0.86 n/a 0.92 0.63 0.9 0.88 0.89 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/16/2019 Observer: Vicky Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Nancy Gray/Miles House S = straight L = left turn Time Northbound: Miles House Southbound: Miles House Total Eastbound: Nancy Gray Westbound: Nancy Gray Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 612 9 041 5 14 107 8 421 7 15 29 7:45 430 7 052 7 14 304 7 311 5 12 26 8:00 430 7 060 6 13 136 10 220 4 14 27 8:15 430 7 027 9 16 102 3 210 3 622 7:30-8:30 18 10 2 30 0 17 10 27 57 6 3 19 28 11 6 2 19 47 104 PHF 0.75 0.83 0.25 0.83 n/a 0.71 0.36 0.75 0.89 0.5 0.25 0.68 0.7 0.69 0.75 0.5 0.68 0.78 0.9 4:30 755 17 090 9 26 531 9 100 1 10 36 4:45 5101 16 030 3 19 201 3 300 3 625 5:00 5111 17 002 2 19 105 6 100 1 726 5:15 493 16 080 8 24 233 8 000 0 832 4:30-5:30 21 35 10 66 0 20 2 22 88 10610 26 500 5 31 119 PHF 0.75 0.8 0.5 0.97 n/a 0.56 0.25 0.61 0.85 0.5 0.5 0.5 0.72 0.42 n/a n/a 0.42 0.78 0.83 9 APPENDIX C 10 HCM 6th TWSC 3: Drake Road & Miles House Avenue recent am 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 526 628 16 33 28 Future Vol, veh/h 11 526 628 16 33 28 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 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 13 619 739 19 39 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 758 0 - 0 1394 749 Stage 1 - - - - 749 - Stage 2 - - - - 645 - 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 853 - - - 156 412 Stage 1 - - - - 467 - Stage 2 - - - - 522 - Platoon blocked, % - - - Mov Cap-1 Maneuver 853 - - - 154 412 Mov Cap-2 Maneuver - - - - 154 - Stage 1 - - - - 460 - Stage 2 - - - - 522 - Approach EB WB SB HCM Control Delay, s 0.2 0 26.2 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 853 - - - 154 412 HCM Lane V/C Ratio 0.015 - - - 0.252 0.08 HCM Control Delay (s) 9.3 - - - 36.1 14.5 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 0 - - - 0.9 0.3 11 HCM 6th TWSC 3: Drake Road & Miles House Avenue recent pm 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 49 637 645 33 30 21 Future Vol, veh/h 49 637 645 33 30 21 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 55 716 725 37 34 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 762 0 - 0 1570 744 Stage 1 - - - - 744 - Stage 2 - - - - 826 - 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 850 - - - 122 415 Stage 1 - - - - 470 - Stage 2 - - - - 430 - Platoon blocked, % - - - Mov Cap-1 Maneuver 850 - - - 114 415 Mov Cap-2 Maneuver - - - - 114 - Stage 1 - - - - 439 - Stage 2 - - - - 430 - Approach EB WB SB HCM Control Delay, s 0.7 0 34.8 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 850 - - - 114 415 HCM Lane V/C Ratio 0.065 - - - 0.296 0.057 HCM Control Delay (s) 9.5 - - - 49.3 14.2 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 0.2 - - - 1.1 0.2 12 HCM 6th TWSC 3: Drake Road & Miles House Avenue two-step left-turn with a storage of one vehicle recent am 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 526 628 16 33 28 Future Vol, veh/h 11 526 628 16 33 28 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 13 619 739 19 39 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 758 0 - 0 1394 749 Stage 1 - - - - 749 - Stage 2 - - - - 645 - 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 853 - - - 156 412 Stage 1 - - - - 467 - Stage 2 - - - - 522 - Platoon blocked, % - - - Mov Cap-1 Maneuver 853 - - - 154 412 Mov Cap-2 Maneuver - - - - 293 - Stage 1 - - - - 460 - Stage 2 - - - - 522 - Approach EB WB SB HCM Control Delay, s 0.2 0 17 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 853 - - - 293 412 HCM Lane V/C Ratio 0.015 - - - 0.133 0.08 HCM Control Delay (s) 9.3 - - - 19.2 14.5 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.5 0.3 13 HCM 6th TWSC 3: Drake Road & Miles House Avenue two-way left-turn lane with storage of one vehicle recent pm 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 49 637 645 33 30 21 Future Vol, veh/h 49 637 645 33 30 21 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 55 716 725 37 34 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 762 0 - 0 1570 744 Stage 1 - - - - 744 - Stage 2 - - - - 826 - 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 850 - - - 122 415 Stage 1 - - - - 470 - Stage 2 - - - - 430 - Platoon blocked, % - - - Mov Cap-1 Maneuver 850 - - - 114 415 Mov Cap-2 Maneuver - - - - 250 - Stage 1 - - - - 439 - Stage 2 - - - - 430 - Approach EB WB SB HCM Control Delay, s 0.7 0 18.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 850 - - - 250 415 HCM Lane V/C Ratio 0.065 - - - 0.135 0.057 HCM Control Delay (s) 9.5 - - - 21.6 14.2 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0.2 - - - 0.5 0.2 14 HCM 6th TWSC 6: Nancy Gray & Miles House recent am 01/03/2019 Baseline Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 6.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 17 10 18 10 2 6 3 19 11 6 2 Future Vol, veh/h 0 17 10 18 10 2 6 3 19 11 6 2 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 20 12 21 12 2 7 4 22 13 7 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 70 74 8 79 64 15 9 0 0 26 0 0 Stage 1 34 34 - 29 29 ------- Stage 2 36 40 - 50 35 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 922 816 1074 910 827 1065 1611 - - 1588 - - Stage 1 982 867 - 988 871 ------- Stage 2 980 862 - 963 866 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 902 806 1074 875 817 1065 1611 - - 1588 - - Mov Cap-2 Maneuver 902 806 - 875 817 ------- Stage 1 978 860 - 984 868 ------- Stage 2 961 859 - 923 859 ------- Approach SE NW NE SW HCM Control Delay, s 9.2 9.3 1.6 4.2 HCM LOS A A Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1611 - - 865 888 1588 - - HCM Lane V/C Ratio 0.004 - - 0.041 0.036 0.008 - - HCM Control Delay (s) 7.2 0 - 9.3 9.2 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 15 HCM 6th TWSC 6: Nancy Gray & Miles House recent pm 01/03/2019 Baseline Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 7.9 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 20 2 21 35 10 10 6 10 5 1 0 Future Vol, veh/h 0 20 2 21 35 10 10 6 10 5 1 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 24 2 25 41 12 12 7 12 6 1 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 77 56 1 63 50 13 1 0 0 19 0 0 Stage 1 13 13 - 37 37 ------- Stage 2 64 43 - 26 13 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 912 835 1084 932 841 1067 1622 - - 1597 - - Stage 1 1007 885 - 978 864 ------- Stage 2 947 859 - 992 885 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 861 826 1084 902 832 1067 1622 - - 1597 - - Mov Cap-2 Maneuver 861 826 - 902 832 ------- Stage 1 1000 881 - 971 858 ------- Stage 2 885 853 - 960 881 ------- Approach SE NW NE SW HCM Control Delay, s 9.4 9.5 2.8 6.1 HCM LOS A A Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1622 - - 883 844 1597 - - HCM Lane V/C Ratio 0.007 - - 0.088 0.031 0.004 - - HCM Control Delay (s) 7.2 0 - 9.5 9.4 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0 - - 16 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 17 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 18 APPENDIX D 19 300 400 500 600 700 800 900 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 AM 1392 VPH SB PM 155 VPH SB AM 147 VPH PM 1582 VPH SB LT PM 68 VPH SB LT AM 64 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 (2023) TOTAL PEAK HOUR WARRANT AT DRAKE/MILES HOUSE MUTCD, 2003 EDITION, PAGE 4C-7 20 APPENDIX E 21 HCM 6th TWSC 3: Drake Road & Miles House Avenue short background am 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 34 581 693 44 57 54 Future Vol, veh/h 34 581 693 44 57 54 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 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 40 684 815 52 67 64 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 867 0 - 0 1605 841 Stage 1 - - - - 841 - Stage 2 - - - - 764 - 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 777 - - - 116 365 Stage 1 - - - - 423 - Stage 2 - - - - 460 - Platoon blocked, % - - - Mov Cap-1 Maneuver 777 - - - 110 365 Mov Cap-2 Maneuver - - - - 110 - Stage 1 - - - - 401 - Stage 2 - - - - 460 - Approach EB WB SB HCM Control Delay, s 0.5 0 48.8 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 777 - - - 110 365 HCM Lane V/C Ratio 0.051 - - - 0.61 0.174 HCM Control Delay (s) 9.9 - - - 79.1 16.9 HCM Lane LOS A - - - F C HCM 95th %tile Q(veh) 0.2 - - - 3 0.6 22 HCM 6th TWSC 3: Drake Road & Miles House Avenue short background pm 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 6.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 75 703 712 56 60 53 Future Vol, veh/h 75 703 712 56 60 53 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 84 790 800 63 67 60 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 863 0 - 0 1790 832 Stage 1 - - - - 832 - Stage 2 - - - - 958 - 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 779 - - - 89 369 Stage 1 - - - - 427 - Stage 2 - - - - 373 - Platoon blocked, % - - - Mov Cap-1 Maneuver 779 - - - 79 369 Mov Cap-2 Maneuver - - - - 79 - Stage 1 - - - - 381 - Stage 2 - - - - 373 - Approach EB WB SB HCM Control Delay, s 1 0 89.5 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 779 - - - 79 369 HCM Lane V/C Ratio 0.108 - - - 0.853 0.161 HCM Control Delay (s) 10.2 - - - 153.9 16.6 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 0.4 - - - 4.4 0.6 23 HCM 6th TWSC 3: Drake Road & Miles House Avenue two-step left-turn with storage of one vehicle short background am 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 34 581 693 44 57 54 Future Vol, veh/h 34 581 693 44 57 54 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 40 684 815 52 67 64 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 867 0 - 0 1605 841 Stage 1 - - - - 841 - Stage 2 - - - - 764 - 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 777 - - - 116 365 Stage 1 - - - - 423 - Stage 2 - - - - 460 - Platoon blocked, % - - - Mov Cap-1 Maneuver 777 - - - 110 365 Mov Cap-2 Maneuver - - - - 245 - Stage 1 - - - - 401 - Stage 2 - - - - 460 - Approach EB WB SB HCM Control Delay, s 0.5 0 21.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 777 - - - 245 365 HCM Lane V/C Ratio 0.051 - - - 0.274 0.174 HCM Control Delay (s) 9.9 - - - 25.1 16.9 HCM Lane LOS A - - - D C HCM 95th %tile Q(veh) 0.2 - - - 1.1 0.6 24 HCM 6th TWSC 3: Drake Road & Miles House Avenue two-step left-turn with storage of one vehicle short background pm 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 75 703 712 56 60 53 Future Vol, veh/h 75 703 712 56 60 53 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 84 790 800 63 67 60 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 863 0 - 0 1790 832 Stage 1 - - - - 832 - Stage 2 - - - - 958 - 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 779 - - - 89 369 Stage 1 - - - - 427 - Stage 2 - - - - 373 - Platoon blocked, % - - - Mov Cap-1 Maneuver 779 - - - 79 369 Mov Cap-2 Maneuver - - - - 208 - Stage 1 - - - - 381 - Stage 2 - - - - 373 - Approach EB WB SB HCM Control Delay, s 1 0 23.9 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 779 - - - 208 369 HCM Lane V/C Ratio 0.108 - - - 0.324 0.161 HCM Control Delay (s) 10.2 - - - 30.4 16.6 HCM Lane LOS B - - - D C HCM 95th %tile Q(veh) 0.4 - - - 1.3 0.6 25 HCM 6th TWSC 6: Nancy Gray & Miles House short background am 01/03/2019 Baseline Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 5.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 18 35 21 18 15 58 9 94 19 53 84 13 Future Vol, veh/h 18 35 21 18 15 58 9 94 19 53 84 13 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 21 41 25 21 18 68 11 111 22 62 99 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 418 386 107 408 382 122 114 0 0 133 0 0 Stage 1 231 231 - 144 144 ------- Stage 2 187 155 - 264 238 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 545 548 947 554 551 929 1475 - - 1452 - - Stage 1 772 713 - 859 778 ------- Stage 2 815 769 - 741 708 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 472 518 947 486 521 929 1475 - - 1452 - - Mov Cap-2 Maneuver 472 518 - 486 521 ------- Stage 1 766 680 - 852 772 ------- Stage 2 732 763 - 647 675 ------- Approach SE NW NE SW HCM Control Delay, s 12.3 11 0.6 2.7 HCM LOS B B Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1475 - - 709 579 1452 - - HCM Lane V/C Ratio 0.007 - - 0.151 0.15 0.043 - - HCM Control Delay (s) 7.5 0 - 11 12.3 7.6 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.5 0.5 0.1 - - 26 HCM 6th TWSC 6: Nancy Gray & Miles House short background pm 01/03/2019 Baseline Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 6.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 12 31 9 21 52 52 21 84 10 66 97 18 Future Vol, veh/h 12 31 9 21 52 52 21 84 10 66 97 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ----------- 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 14 36 11 25 61 61 25 99 12 78 114 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 497 442 125 459 446 105 135 0 0 111 0 0 Stage 1 281 281 - 155 155 ------- Stage 2 216 161 - 304 291 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 483 510 926 512 507 949 1449 - - 1479 - - Stage 1 726 678 - 847 769 ------- Stage 2 786 765 - 705 672 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 384 472 926 450 469 949 1449 - - 1479 - - Mov Cap-2 Maneuver 384 472 - 450 469 ------- Stage 1 713 639 - 832 755 ------- Stage 2 664 751 - 620 634 ------- Approach SE NW NE SW HCM Control Delay, s 13.4 13.1 1.4 2.8 HCM LOS B B Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1449 - - 589 488 1479 - - HCM Lane V/C Ratio 0.017 - - 0.25 0.125 0.052 - - HCM Control Delay (s) 7.5 0 - 13.1 13.4 7.6 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0.1 - - 1 0.4 0.2 - - 27 APPENDIX F 28 HCM 6th TWSC 3: Drake Road & Miles House Avenue short total am 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 6.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 66 581 693 52 64 83 Future Vol, veh/h 66 581 693 52 64 83 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 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 78 684 815 61 75 98 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 876 0 - 0 1686 846 Stage 1 - - - - 846 - Stage 2 - - - - 840 - 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 771 - - - 103 362 Stage 1 - - - - 421 - Stage 2 - - - - 424 - Platoon blocked, % - - - Mov Cap-1 Maneuver 771 - - - 93 362 Mov Cap-2 Maneuver - - - - 93 - Stage 1 - - - - 378 - Stage 2 - - - - 424 - Approach EB WB SB HCM Control Delay, s 1 0 65.8 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 771 - - - 93 362 HCM Lane V/C Ratio 0.101 - - - 0.81 0.27 HCM Control Delay (s) 10.2 - - - 127.1 18.6 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 0.3 - - - 4.3 1.1 29 HCM 6th TWSC 3: Drake Road & Miles House Avenue short total pm 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 11.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 104 703 712 63 68 87 Future Vol, veh/h 104 703 712 63 68 87 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 117 790 800 71 76 98 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 871 0 - 0 1860 836 Stage 1 - - - - 836 - Stage 2 - - - - 1024 - 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 774 - - - 81 367 Stage 1 - - - - 425 - Stage 2 - - - - 347 - Platoon blocked, % - - - Mov Cap-1 Maneuver 774 - - - ~ 69 367 Mov Cap-2 Maneuver - - - - ~ 69 - Stage 1 - - - - 361 - Stage 2 - - - - 347 - Approach EB WB SB HCM Control Delay, s 1.4 0 117.5 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 774 - - - 69 367 HCM Lane V/C Ratio 0.151 - - - 1.107 0.266 HCM Control Delay (s) 10.5 - - - 244.4 18.3 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 0.5 - - - 5.8 1.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 30 HCM 6th TWSC 3: Drake Road & Miles House Avenue two-step left-turn with storage of one vehicle short total am 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 66 581 693 52 64 83 Future Vol, veh/h 66 581 693 52 64 83 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 78 684 815 61 75 98 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 876 0 - 0 1686 846 Stage 1 - - - - 846 - Stage 2 - - - - 840 - 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 771 - - - 103 362 Stage 1 - - - - 421 - Stage 2 - - - - 424 - Platoon blocked, % - - - Mov Cap-1 Maneuver 771 - - - 93 362 Mov Cap-2 Maneuver - - - - 225 - Stage 1 - - - - 378 - Stage 2 - - - - 424 - Approach EB WB SB HCM Control Delay, s 1 0 23 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 771 - - - 225 362 HCM Lane V/C Ratio 0.101 - - - 0.335 0.27 HCM Control Delay (s) 10.2 - - - 28.8 18.6 HCM Lane LOS B - - - D C HCM 95th %tile Q(veh) 0.3 - - - 1.4 1.1 31 HCM 6th TWSC 3: Drake Road & Miles House Avenue two-step left-turn with storage of one vehicle short total pm 01/03/2019 Baseline Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 104 703 712 63 68 87 Future Vol, veh/h 104 703 712 63 68 87 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 50 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 117 790 800 71 76 98 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 871 0 - 0 1860 836 Stage 1 - - - - 836 - Stage 2 - - - - 1024 - 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 774 - - - 81 367 Stage 1 - - - - 425 - Stage 2 - - - - 347 - Platoon blocked, % - - - Mov Cap-1 Maneuver 774 - - - ~ 69 367 Mov Cap-2 Maneuver - - - - 193 - Stage 1 - - - - 361 - Stage 2 - - - - 347 - Approach EB WB SB HCM Control Delay, s 1.4 0 25.8 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 774 - - - 193 367 HCM Lane V/C Ratio 0.151 - - - 0.396 0.266 HCM Control Delay (s) 10.5 - - - 35.4 18.3 HCM Lane LOS B - - - E C HCM 95th %tile Q(veh) 0.5 - - - 1.8 1.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 32 HCM 6th TWSC 9: Miles House & Site Access short total am 01/03/2019 Baseline Synchro 10 Light Report Page 3 Intersection Int Delay, s/veh 2.8 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 31 104 78 41 37 28 Future Vol, veh/h 31 104 78 41 37 28 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 36 122 92 48 44 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 140 0 - 0 310 116 Stage 1 - - - - 116 - Stage 2 - - - - 194 - 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 1443 - - - 682 936 Stage 1 - - - - 909 - Stage 2 - - - - 839 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1443 - - - 664 936 Mov Cap-2 Maneuver - - - - 664 - Stage 1 - - - - 884 - Stage 2 - - - - 839 - Approach SE NW SW HCM Control Delay, s 1.7 0 10.3 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1443 - 759 HCM Lane V/C Ratio - - 0.025 - 0.101 HCM Control Delay (s) - - 7.6 0 10.3 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.3 33 HCM 6th TWSC 9: Miles House & Site Access short total pm 01/03/2019 Baseline Synchro 10 Light Report Page 3 Intersection Int Delay, s/veh 2.8 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 28 105 123 37 43 31 Future Vol, veh/h 28 105 123 37 43 31 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 33 124 145 44 51 36 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 189 0 - 0 357 167 Stage 1 - - - - 167 - Stage 2 - - - - 190 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1385 - - - 641 877 Stage 1 - - - - 863 - Stage 2 - - - - 842 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1385 - - - 624 877 Mov Cap-2 Maneuver - - - - 624 - Stage 1 - - - - 841 - Stage 2 - - - - 842 - Approach SE NW SW HCM Control Delay, s 1.6 0 10.8 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1385 - 710 HCM Lane V/C Ratio - - 0.024 - 0.123 HCM Control Delay (s) - - 7.7 0 10.8 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.4 34 HCM 6th TWSC 6: Nancy Gray & Miles House short total am 01/03/2019 Baseline Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 6.1 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 18 41 21 37 21 60 9 94 38 56 84 13 Future Vol, veh/h 18 41 21 37 21 60 9 94 38 56 84 13 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ----------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 21 48 25 44 25 71 11 111 45 66 99 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 443 417 107 431 402 134 114 0 0 156 0 0 Stage 1 239 239 - 156 156 ------- Stage 2 204 178 - 275 246 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 525 527 947 535 537 915 1475 - - 1424 - - Stage 1 764 708 - 846 769 ------- Stage 2 798 752 - 731 703 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 446 496 947 461 506 915 1475 - - 1424 - - Mov Cap-2 Maneuver 446 496 - 461 506 ------- Stage 1 758 673 - 839 763 ------- Stage 2 707 746 - 628 668 ------- Approach SE NW NE SW HCM Control Delay, s 12.9 12.3 0.5 2.8 HCM LOS B B Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1475 - - 630 551 1424 - - HCM Lane V/C Ratio 0.007 - - 0.22 0.171 0.046 - - HCM Control Delay (s) 7.5 0 - 12.3 12.9 7.7 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.8 0.6 0.1 - - 35 HCM 6th TWSC 6: Nancy Gray & Miles House short total pm 01/03/2019 Baseline Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 7.1 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 12 37 9 42 58 55 21 84 31 68 97 18 Future Vol, veh/h 12 37 9 42 58 55 21 84 31 68 97 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - ----------- 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 14 44 11 49 68 65 25 99 36 80 114 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 519 470 125 479 462 117 135 0 0 135 0 0 Stage 1 285 285 - 167 167 ------- Stage 2 234 185 - 312 295 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 467 492 926 497 497 935 1449 - - 1449 - - Stage 1 722 676 - 835 760 ------- Stage 2 769 747 - 699 669 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 363 454 926 428 458 935 1449 - - 1449 - - Mov Cap-2 Maneuver 363 454 - 428 458 ------- Stage 1 708 635 - 819 746 ------- Stage 2 638 733 - 605 629 ------- Approach SE NW NE SW HCM Control Delay, s 14 14.8 1.2 2.8 HCM LOS B B Minor Lane/Major Mvmt NEL NET NERNWLn1 SELn1 SWL SWT SWR Capacity (veh/h) 1449 - - 547 467 1449 - - HCM Lane V/C Ratio 0.017 - - 0.333 0.146 0.055 - - HCM Control Delay (s) 7.5 0 - 14.8 14 7.6 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0.1 - - 1.5 0.5 0.2 - - 36 APPENDIX G 37 BURLINGTON NORTHERN RAILROAD SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Miles House Avenue Sharp Point Drive Timberline Road Drake Road Ziegler Road Walkaloosa Way Nancy Gray Avenue Prospect Road 38 Table 1 Pedestrian LOS Worksheet Project Location Classification: Transit 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 Residential to the west and northwest Residential Minimum B C C C B 1 Actual A B A B B Proposed A B A B B Residential to the south Residential Minimum B C C C B 2 Actual B B B B B Proposed B B B B B Minimum 3 Actual Proposed Minimum 3 Actual Proposed Minimum 3 Actual Proposed Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 39 BURLINGTON NORTHERN RAILROAD SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Miles House Avenue Sharp Point Drive Timberline Road Drake Road Ziegler Road Walkaloosa Way Nancy Gray Avenue Prospect Road 40 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 2 3 4 41