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SUNSHINE HOUSE FC EARLY LEARNING ACADEMY - PDP/FDP - FDP130041 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY
A variance with regard to the operation at the Centre/Perennial-NRRC North intersection will be submitted with this addendum. TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service using 2010HCM Level of Service using 2000HCM AM PM AM PM Centre/Perennial- NRRC North (stop sign) EB LT D F C C EB T/RT C E A B EB APPROACH C E B C WB LT D F C C WB T/RT C D B B WB APPROACH C D B C NB LT A A A A SB LT A A A A Centre/Rolland Moore- NRRC South (stop sign) EB LT E F C C EB T/RT C D A B EB APPROACH D E C C WB LT C F C C WB T/RT B D C B WB APPROACH C E C C NB LT B A A A SB LT A A B A DELICH Sunshine House Daycare TIS Addendum, December 2013 ASSOCIATES TABLE 2 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service using 2010HCM Level of Service using 2000HCM AM PM AM PM Centre/Perennial- NRRC North (stop sign) EB LT D F C C EB T/RT C F A B EB APPROACH D F C C WB LT D F C C WB T/RT C D C C WB APPROACH C E C C NB LT A A A A SB LT A A A A Centre/Rolland Moore- NRRC South (stop sign) EB LT E F D C EB T/RT C D A B EB APPROACH D E C C WB LT E F C D WB T/RT C E C B WB APPROACH C F C C NB LT B A A A SB LT A A B A DELICH Sunshine House Daycare TIS Addendum, December 2013 ASSOCIATES TABLE 3 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service using 2010HCM Level of Service using 2000HCM AM PM AM PM Centre/Perennial- NRRC North (stop sign) EB LT E F C D EB T/RT D F B B EB APPROACH D F C D WB LT D F C C WB T/RT C D C C WB APPROACH C E C C NB LT A A A A SB LT A A A A Centre/Rolland Moore- NRRC South (stop sign) EB LT F F D D EB T/RT C D A B EB APPROACH D E C C WB LT E F C D WB T/RT C E C B WB APPROACH C F C C NB LT B A A A SB LT A A B A DELICH Sunshine House Daycare TIS Addendum, December 2013 ASSOCIATES APPENDIX A HCM 2010 TWSC Recent AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Intersection Intersection Delay, s/veh 0.9 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 12 0531111 6355429 2434 Conflicting Peds, #/hr 800000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 14 0641131 7476434 2865 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1152 1177 296 1148 1148 779 299 0 0 811 0 0 Stage 1 364 364 - 781 781 ------- Stage 2 788 813 - 367 367 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 175 191 743 176 199 396 1262 - - 815 - - Stage 1 655 624 - 388 405 ------- Stage 2 384 392 - 653 622 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 162 182 739 169 189 396 1262 - - 815 - - Mov Capacity-2 Maneuver 162 182 - 169 189 ------- Stage 1 651 595 - 388 405 ------- Stage 2 370 392 - 621 593 ------- Approach SE NW NE SW HCM Control Delay, s 23 17.7 0 1 HCM LOS C C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1262 - - 169 333 162 286 815 - - HCM Lane V/C Ratio 0.001 - - 0.014 0.046 0.058 0.037 0.042 - - HCM Control Delay (s) 7.855 - - 26.6 16.3 28.6 18.1 9.61 - - HCM Lane LOS A DCDCA HCM 95th %tile Q(veh) 0.003 - - 0.042 0.144 0.183 0.115 0.131 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.861 0.988 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1497 0 2006 1840 0 2006 1857 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1497 0 2006 1840 0 2006 1857 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Intersection Intersection Delay, s/veh 4.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 31 0 2 63 0 66 1 582 2 3 541 27 Conflicting Peds, #/hr 001100000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - 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 92 Heavy Vehicles, % 222222222222 Mvmt Flow 36 0 2 74 0 78 1 685 2 4 636 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1387 1349 652 1349 1363 687 667 0 0 688 0 0 Stage 1 659 659 - 689 689 ------- Stage 2 728 690 - 660 674 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 120 151 468 128 148 447 923 - - 906 - - Stage 1 453 461 - 436 446 ------- Stage 2 415 446 - 452 454 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 99 150 468 127 147 447 923 - - 906 - - Mov Capacity-2 Maneuver 99 150 - 127 147 ------- Stage 1 452 459 - 435 445 ------- Stage 2 343 445 - 448 452 ------- Approach SE NW NE SW HCM Control Delay, s 48.4 33.4 0 0 HCM LOS E D Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 923 - - 127 278 99 114 906 - - HCM Lane V/C Ratio 0.001 - - 0.389 0.368 0.246 0.127 0.004 - - HCM Control Delay (s) 8.905 - - 50.3 25.3 52.8 41.1 8.989 - - HCM Lane LOS A F D F E A HCM 95th %tile Q(veh) 0.004 - - 1.635 1.628 0.892 0.423 0.012 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Recent AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Intersection Intersection Delay, s/veh 3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 30 0 16 8 0 43 3 613 109 92 158 5 Conflicting Peds, #/hr 402000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 35 0 19 9 0 51 4 721 128 108 186 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1227 1265 193 1211 1204 785 196 0 0 849 0 0 Stage 1 409 409 - 792 792 ------- Stage 2 818 856 - 419 412 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 155 169 849 159 184 393 1377 - - 789 - - Stage 1 619 596 - 382 401 ------- Stage 2 370 374 - 612 594 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 120 145 847 139 158 393 1377 - - 789 - - Mov Capacity-2 Maneuver 120 145 - 139 158 ------- Stage 1 615 513 - 381 400 ------- Stage 2 321 373 - 516 511 ------- Approach SE NW NE SW HCM Control Delay, s 30.3 18.5 0 3.7 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1377 - - 139 355 120 254 789 - - HCM Lane V/C Ratio 0.003 - - 0.045 0.151 0.196 0.12 0.137 - - HCM Control Delay (s) 7.621 - - 32.1 16.9 42.2 21.1 10.287 - - HCM Lane LOS A D C E C B HCM 95th %tile Q(veh) 0.008 - - 0.141 0.528 0.692 0.405 0.474 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 75 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.977 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1853 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1853 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Recent PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Intersection Intersection Delay, s/veh 7.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 27 1 30 75 3 90 37 463 27 23 553 29 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 0 - - 0 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 32 1 35 88 4 106 44 545 32 27 651 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1424 1386 668 1388 1387 561 685 0 0 576 0 0 Stage 1 722 722 - 648 648 ------- Stage 2 702 664 - 740 739 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 113 143 458 120 143 527 908 - - 997 - - Stage 1 418 431 - 459 466 ------- Stage 2 429 458 - 409 424 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 83 132 458 104 132 527 908 - - 997 - - Mov Capacity-2 Maneuver 83 132 - 104 132 ------- Stage 1 398 419 - 437 443 ------- Stage 2 324 436 - 366 413 ------- Approach SE NW NE SW HCM Control Delay, s 37.2 45 0.6 0.3 HCM LOS E E Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 908 - - 104 272 83 220 997 - - HCM Lane V/C Ratio 0.048 - - 0.566 0.51 0.255 0.214 0.027 - - HCM Control Delay (s) 9.164 - - 77.4 31.3 62.6 25.8 8.712 - - HCM Lane LOS A F D F D A HCM 95th %tile Q(veh) 0.151 - - 2.657 2.692 0.918 0.788 0.084 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Recent PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates recent pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 30 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.854 0.855 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM Unsignalized Intersection Capacity Analysis Recent AM 6: Centre & NRRC North/Perennial HCM2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates recent am 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 12 0531111 6355429 2434 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 14 0641131 7476434 2865 Pedestrians 8 Lane Width (ft) 14.0 Walking Speed (ft/s) 4.0 Percent Blockage 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1127 1169 288 1141 1140 787 291 811 vC1, stage 1 conf vol 356 356 781 781 vC2, stage 2 conf vol 771 813 360 359 vCu, unblocked vol 1127 1169 288 1141 1140 787 291 811 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 99 99 100 97 100 96 cM capacity (veh/h) 318 331 751 350 364 389 1271 815 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 14 6 4 14 1 811 34 291 Volume Left 14 04010340 Volume Right 0 6 0 13 0 64 0 5 cSH 318 751 350 387 1271 1700 815 1700 Volume to Capacity 0.04 0.01 0.01 0.04 0.00 0.48 0.04 0.17 Queue Length 95th (ft) 31130030 Control Delay (s) 16.9 9.8 15.4 14.7 7.8 0.0 9.6 0.0 Lane LOS C A C B A A Approach Delay (s) 14.8 14.8 0.0 1.0 Approach LOS B B Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Recent PM 6: Centre & NRRC North/Perennial HCM 2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates recent pm 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 31 0 2 63 0 66 1 582 2 3 541 27 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.92 Hourly flow rate (vph) 36 0 2 74 0 78 1 685 2 4 636 29 Pedestrians 1 Lane Width (ft) 14.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1423 1348 652 1335 1361 686 666 687 vC1, stage 1 conf vol 658 658 688 688 vC2, stage 2 conf vol 765 689 647 673 vCu, unblocked vol 1423 1348 652 1335 1361 686 666 687 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 87 100 99 78 100 83 100 100 cM capacity (veh/h) 271 342 467 331 340 448 924 907 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 36 2 74 78 1 687 4 666 Volume Left 36 0 74 01040 Volume Right 0 2 0 78 0 2 0 29 cSH 271 467 331 448 924 1700 907 1700 Volume to Capacity 0.13 0.01 0.22 0.17 0.00 0.40 0.00 0.39 Queue Length 95th (ft) 12 0 21 16 0000 Control Delay (s) 20.4 12.7 19.0 14.7 8.9 0.0 9.0 0.0 Lane LOS C B C B A A Approach Delay (s) 19.9 16.8 0.0 0.0 Approach LOS C C Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Recent AM 8: Centre & NRRC South/Rolland Moore HCM2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates recent am 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 30 0 16 8 0 43 3 613 109 92 158 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 35 0 19 9 0 51 4 721 128 108 186 6 Pedestrians 24 Lane Width (ft) 14.0 14.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1188 1262 191 1216 1201 789 192 849 vC1, stage 1 conf vol 405 405 792 792 vC2, stage 2 conf vol 783 856 423 408 vCu, unblocked vol 1188 1262 191 1216 1201 789 192 849 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 84 100 98 97 100 87 100 86 cM capacity (veh/h) 217 250 849 323 339 389 1382 789 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 35 19 9 51 4 849 108 192 Volume Left 35 09040 1080 Volume Right 0 19 0 51 0 128 0 6 cSH 217 849 323 389 1382 1700 789 1700 Volume to Capacity 0.16 0.02 0.03 0.13 0.00 0.50 0.14 0.11 Queue Length 95th (ft) 14 2 2 11 0 0 12 0 Control Delay (s) 24.8 9.3 16.5 15.6 7.6 0.0 10.3 0.0 Lane LOS C A C C A B Approach Delay (s) 19.4 15.8 0.0 3.7 Approach LOS C C Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Recent PM 8: Centre & NRRC South/Rolland Moore HCM 2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates recent pm 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 27 1 30 75 3 90 37 463 27 23 553 29 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 32 1 35 88 4 106 44 545 32 27 651 34 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1461 1385 668 1388 1386 561 685 576 vC1, stage 1 conf vol 722 722 648 648 vC2, stage 2 conf vol 739 664 741 739 vCu, unblocked vol 1461 1385 668 1388 1386 561 685 576 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 87 100 92 67 99 80 95 97 cM capacity (veh/h) 237 313 458 271 303 527 909 997 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 32 36 88 109 44 576 27 685 Volume Left 32 0 88 0 44 0 27 0 Volume Right 0 35 0 106 0 32 0 34 cSH 237 452 271 515 909 1700 997 1700 Volume to Capacity 0.13 0.08 0.33 0.21 0.05 0.34 0.03 0.40 Queue Length 95th (ft) 11 7 34 20 4020 Control Delay (s) 22.5 13.7 24.6 13.9 9.2 0.0 8.7 0.0 Lane LOS C B C B A A Approach Delay (s) 17.8 18.7 0.6 0.3 Approach LOS C C Intersection Summary Average Delay 3.5 Intersection Capacity Utilization 48.4% ICU Level of Service A Analysis Period (min) 15 APPENDIX B HCM 2010 TWSC Short Bkgrd AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Intersection Intersection Delay, s/veh 1 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 13 0531121 6675730 2554 Conflicting Peds, #/hr 800000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 15 0641141 7856735 3005 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1209 1235 310 1205 1204 818 313 0 0 852 0 0 Stage 1 381 381 - 821 821 ------- Stage 2 828 854 - 384 383 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 160 176 730 161 184 376 1247 - - 787 - - Stage 1 641 613 - 369 389 ------- Stage 2 365 375 - 639 612 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 147 167 726 154 175 376 1247 - - 787 - - Mov Capacity-2 Maneuver 147 167 - 154 175 ------- Stage 1 637 582 - 369 389 ------- Stage 2 350 375 - 606 582 ------- Approach SE NW NE SW HCM Control Delay, s 25.2 18.5 0 1 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1247 - - 154 317 147 257 787 - - HCM Lane V/C Ratio 0.001 - - 0.015 0.052 0.069 0.043 0.045 - - HCM Control Delay (s) 7.89 - - 28.7 17 31.3 19.6 9.789 - - HCM Lane LOS A DCDCA HCM 95th %tile Q(veh) 0.003 - - 0.046 0.164 0.221 0.133 0.141 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.860 0.988 0.998 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1859 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1859 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Intersection Intersection Delay, s/veh 5.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 33 0 1 66 0 69 1 612 2 3 569 28 Conflicting Peds, #/hr 001100000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - 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 92 Heavy Vehicles, % 222222222222 Mvmt Flow 39 0 1 78 0 81 1 720 2 4 669 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1458 1419 686 1418 1433 722 701 0 0 723 0 0 Stage 1 693 693 - 725 725 ------- Stage 2 765 726 - 693 708 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 107 137 447 114 134 427 896 - - 879 - - Stage 1 434 445 - 416 430 ------- Stage 2 396 430 - 434 438 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 86 136 447 113 133 427 896 - - 879 - - Mov Capacity-2 Maneuver 86 136 - 113 133 ------- Stage 1 433 443 - 415 429 ------- Stage 2 320 429 - 431 436 ------- Approach SE NW NE SW HCM Control Delay, s 59.4 39.5 0 0 HCM LOS F E Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 896 - - 113 255 86 92 879 - - HCM Lane V/C Ratio 0.001 - - 0.458 0.42 0.301 0.153 0.004 - - HCM Control Delay (s) 9.023 - - 61.3 29 64 51.1 9.112 - - HCM Lane LOS A F D F F A HCM 95th %tile Q(veh) 0.004 - - 2.009 1.963 1.124 0.516 0.012 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.994 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1852 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1852 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Intersection Intersection Delay, s/veh 3.3 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 32 0 17 8 0 45 3 644 115 97 166 5 Conflicting Peds, #/hr 402000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 38 0 20 9 0 53 4 758 135 114 195 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1289 1330 202 1272 1265 825 205 0 0 893 0 0 Stage 1 430 430 - 832 832 ------- Stage 2 859 900 - 440 433 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 141 155 839 144 169 372 1366 - - 759 - - Stage 1 603 583 - 363 384 ------- Stage 2 351 357 - 596 582 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 106 131 837 124 143 372 1366 - - 759 - - Mov Capacity-2 Maneuver 106 131 - 124 143 ------- Stage 1 600 494 - 362 383 ------- Stage 2 300 356 - 494 493 ------- Approach SE NW NE SW HCM Control Delay, s 34.6 19.7 0 3.8 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1366 - - 124 335 106 229 759 - - HCM Lane V/C Ratio 0.003 - - 0.051 0.167 0.237 0.142 0.15 - - HCM Control Delay (s) 7.642 - - 35.6 17.9 49.2 23.3 10.581 - - HCM Lane LOS A E C E C B HCM 95th %tile Q(veh) 0.008 - - 0.158 0.593 0.858 0.487 0.527 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 75 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.977 0.996 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1855 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1820 0 2006 1855 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Bkgrd PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Intersection Intersection Delay, s/veh 9.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 28 1 32 79 3 95 39 487 28 24 581 30 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 0 - - 0 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 33 1 38 93 4 112 46 573 33 28 684 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1497 1456 701 1458 1456 589 719 0 0 606 0 0 Stage 1 758 758 - 681 681 ------- Stage 2 739 698 - 777 775 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 101 130 439 107 130 508 882 - - 972 - - Stage 1 399 415 - 440 450 ------- Stage 2 409 442 - 390 408 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 72 120 439 # 91 120 508 882 - - 972 - - Mov Capacity-2 Maneuver 72 120 - # 91 120 ------- Stage 1 378 403 - 417 427 ------- Stage 2 300 419 - 345 396 ------- Approach SE NW NE SW HCM Control Delay, s 43.1 58 0.7 0.3 HCM LOS E F Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 882 - - 91 248 72 201 972 - - HCM Lane V/C Ratio 0.052 - - 0.681 0.59 0.305 0.248 0.029 - - HCM Control Delay (s) 9.305 - - 104.2 38.4 75.6 28.7 8.814 - - HCM Lane LOS A F E F D A HCM 95th %tile Q(veh) 0.164 - - 3.336 3.403 1.117 0.941 0.09 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Bkgrd PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates sb pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 30 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.854 0.855 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1485 0 1652 1486 0 2006 1848 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM Unsignalized Intersection Capacity Analysis Short Bkgrd AM 6: Centre & NRRC North/Perennial HCM2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates sb am 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 13 0531121 6675730 2554 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 15 0641141 7856735 3005 Pedestrians 8 Lane Width (ft) 14.0 Walking Speed (ft/s) 4.0 Percent Blockage 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1183 1227 302 1197 1196 826 305 852 vC1, stage 1 conf vol 373 373 821 821 vC2, stage 2 conf vol 810 854 376 375 vCu, unblocked vol 1183 1227 302 1197 1196 826 305 852 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 99 99 100 96 100 96 cM capacity (veh/h) 298 314 737 333 349 369 1256 787 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 15 6 4 15 1 852 35 305 Volume Left 15 04010350 Volume Right 0 6 0 14 0 67 0 5 cSH 298 737 333 367 1256 1700 787 1700 Volume to Capacity 0.05 0.01 0.01 0.04 0.00 0.50 0.04 0.18 Queue Length 95th (ft) 41130040 Control Delay (s) 17.7 9.9 15.9 15.2 7.9 0.0 9.8 0.0 Lane LOS C A C C A A Approach Delay (s) 15.6 15.4 0.0 1.0 Approach LOS C C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Short Bkgrd PM 6: Centre & NRRC North/Perennial HCM 2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates sb pm 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 33 0 1 66 0 69 1 612 2 3 569 28 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.92 Hourly flow rate (vph) 39 0 1 78 0 81 1 720 2 4 669 30 Pedestrians 1 Lane Width (ft) 14.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1495 1416 686 1402 1430 721 700 722 vC1, stage 1 conf vol 692 692 724 724 vC2, stage 2 conf vol 804 725 679 707 vCu, unblocked vol 1495 1416 686 1402 1430 721 700 722 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 85 100 100 75 100 81 100 100 cM capacity (veh/h) 253 327 447 315 325 427 897 880 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 39 1 78 81 1 722 4 700 Volume Left 39 0 78 01040 Volume Right 0 1 0 81 0 2 0 30 cSH 253 447 315 427 897 1700 880 1700 Volume to Capacity 0.15 0.00 0.25 0.19 0.00 0.42 0.00 0.41 Queue Length 95th (ft) 13 0 24 17 0000 Control Delay (s) 21.8 13.1 20.1 15.4 9.0 0.0 9.1 0.0 Lane LOS C B C C A A Approach Delay (s) 21.6 17.7 0.0 0.0 Approach LOS C C Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 49.3% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Short Bkgrd AM 8: Centre & NRRC South/Rolland Moore HCM2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates sb am 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 32 0 17 8 0 45 3 644 115 97 166 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 38 0 20 9 0 53 4 758 135 114 195 6 Pedestrians 24 Lane Width (ft) 14.0 14.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1248 1326 200 1278 1262 829 201 893 vC1, stage 1 conf vol 426 426 832 832 vC2, stage 2 conf vol 822 900 446 429 vCu, unblocked vol 1248 1326 200 1278 1262 829 201 893 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 80 100 98 97 100 86 100 85 cM capacity (veh/h) 191 229 839 305 323 369 1371 759 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 38 20 9 53 4 893 114 201 Volume Left 38 09040 1140 Volume Right 0 20 0 53 0 135 0 6 cSH 191 839 305 369 1371 1700 759 1700 Volume to Capacity 0.20 0.02 0.03 0.14 0.00 0.53 0.15 0.12 Queue Length 95th (ft) 18 2 2 12 0 0 13 0 Control Delay (s) 28.4 9.4 17.2 16.4 7.6 0.0 10.6 0.0 Lane LOS D A C C A B Approach Delay (s) 21.8 16.5 0.0 3.8 Approach LOS C C Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Short Bkgrd PM 8: Centre & NRRC South/Rolland Moore HCM 2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates sb pm 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 28 1 32 79 3 95 39 487 28 24 581 30 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 33 1 38 93 4 112 46 573 33 28 684 35 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1536 1455 701 1459 1456 589 719 606 vC1, stage 1 conf vol 758 758 681 681 vC2, stage 2 conf vol 778 698 778 775 vCu, unblocked vol 1536 1455 701 1459 1456 589 719 606 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 85 100 91 63 99 78 95 97 cM capacity (veh/h) 218 297 439 251 287 508 882 972 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 33 39 93 115 46 606 28 719 Volume Left 33 0 93 0 46 0 28 0 Volume Right 0 38 0 112 0 33 0 35 cSH 218 432 251 496 882 1700 972 1700 Volume to Capacity 0.15 0.09 0.37 0.23 0.05 0.36 0.03 0.42 Queue Length 95th (ft) 13 7 41 22 4020 Control Delay (s) 24.4 14.1 27.5 14.4 9.3 0.0 8.8 0.0 Lane LOS C B D B A A Approach Delay (s) 18.9 20.3 0.7 0.3 Approach LOS C C Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 50.1% ICU Level of Service A Analysis Period (min) 15 APPENDIX C HCM 2010 TWSC Short Total AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Intersection Intersection Delay, s/veh 2.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 48 0 13 3 1 12 11 667 57 30 255 42 Conflicting Peds, #/hr 800000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 56 0 15 4 1 14 13 785 67 35 300 49 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1255 1281 333 1255 1272 818 357 0 0 852 0 0 Stage 1 403 403 - 844 844 ------- Stage 2 852 878 - 411 428 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 148 166 709 148 168 376 1202 - - 787 - - Stage 1 624 600 - 358 379 ------- Stage 2 354 366 - 618 585 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 135 156 705 139 158 376 1202 - - 787 - - Mov Capacity-2 Maneuver 135 156 - 139 158 ------- Stage 1 614 570 - 354 375 ------- Stage 2 336 362 - 578 556 ------- Approach SE NW NE SW HCM Control Delay, s 33.9 19.1 0.1 0.9 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1202 - - 139 308 135 212 787 - - HCM Lane V/C Ratio 0.011 - - 0.017 0.053 0.279 0.161 0.045 - - HCM Control Delay (s) 8.028 - - 31.3 17.3 41.7 25.2 9.789 - - HCM Lane LOS A D C E D A HCM 95th %tile Q(veh) 0.033 - - 0.052 0.169 1.067 0.561 0.141 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total AM 6: Centre & NRRC North/Perennial HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.860 0.988 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1824 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1495 0 2006 1840 0 2006 1824 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Intersection Intersection Delay, s/veh 9.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 72 0 11 66 0 69 10 612 2 3 569 63 Conflicting Peds, #/hr 001100000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 75 - - 75 - - 0 - - 0 - - 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 92 Heavy Vehicles, % 222222222222 Mvmt Flow 85 0 13 78 0 81 12 720 2 4 669 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1498 1459 705 1464 1492 722 739 0 0 723 0 0 Stage 1 712 712 - 746 746 ------- Stage 2 786 747 - 718 746 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 101 129 436 106 123 427 867 - - 879 - - Stage 1 423 436 - 405 421 ------- Stage 2 385 420 - 420 421 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver # 81 126 436 101 121 427 867 - - 879 - - Mov Capacity-2 Maneuver # 81 126 - 101 121 ------- Stage 1 417 434 - 399 415 ------- Stage 2 307 414 - 406 419 ------- Approach SE NW NE SW HCM Control Delay, s 92 45.1 0.1 0 HCM LOS F E Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 867 - - 101 240 81 109 879 - - HCM Lane V/C Ratio 0.014 - - 0.513 0.446 0.697 0.378 0.004 - - HCM Control Delay (s) 9.209 - - 73.3 31.5 117.6 56.8 9.112 - - HCM Lane LOS A F D F F A HCM 95th %tile Q(veh) 0.041 - - 2.297 2.14 3.317 1.541 0.012 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total PM 6: Centre & NRRC North/Perennial HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 75 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.986 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1837 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1863 0 2006 1837 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 315 317 771 2032 Travel Time (s) 8.6 8.6 15.0 39.6 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Intersection Intersection Delay, s/veh 3.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 32 0 23 8 0 45 9 654 115 97 174 5 Conflicting Peds, #/hr 402000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 38 0 27 9 0 53 11 769 135 114 205 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1325 1366 212 1311 1301 837 215 0 0 905 0 0 Stage 1 440 440 - 858 858 ------- Stage 2 885 926 - 453 443 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 133 147 828 136 161 367 1355 - - 752 - - Stage 1 596 578 - 352 374 ------- Stage 2 340 347 - 586 576 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 100 123 826 116 135 367 1355 - - 752 - - Mov Capacity-2 Maneuver 100 123 - 116 135 ------- Stage 1 590 489 - 349 371 ------- Stage 2 289 344 - 481 487 ------- Approach SE NW NE SW HCM Control Delay, s 34 20.3 0.1 3.7 HCM LOS D C Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 1355 - - 116 327 100 250 752 - - HCM Lane V/C Ratio 0.008 - - 0.054 0.171 0.251 0.158 0.152 - - HCM Control Delay (s) 7.678 - - 37.8 18.3 52.7 22.1 10.642 - - HCM Lane LOS A E C F C B HCM 95th %tile Q(veh) 0.024 - - 0.169 0.61 0.916 0.553 0.533 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total AM 8: Centre & NRRC South/Rolland Moore HCM2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st am 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 75 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.978 0.996 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1478 0 1652 1478 0 2006 1822 0 2006 1855 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1478 0 1652 1478 0 2006 1822 0 2006 1855 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM 2010 TWSC Short Total PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Intersection Intersection Delay, s/veh 10.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Vol, veh/h 28 1 38 79 3 95 45 496 28 24 591 30 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 0 - - 0 - - 0 - - 0 - - 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, % 222222222222 Mvmt Flow 33 1 45 93 4 112 53 584 33 28 695 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1533 1491 713 1498 1493 600 731 0 0 616 0 0 Stage 1 769 769 - 706 706 ------- Stage 2 764 722 - 792 787 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 95 124 432 101 123 501 873 - - 964 - - Stage 1 394 411 - 427 439 ------- Stage 2 396 431 - 382 403 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 67 113 432 # 84 112 501 873 - - 964 - - Mov Capacity-2 Maneuver 67 113 - # 84 112 ------- Stage 1 370 399 - 401 412 ------- Stage 2 287 405 - 332 391 ------- Approach SE NW NE SW HCM Control Delay, s 44.2 66.2 0.7 0.3 HCM LOS E F Minor Lane / Major Mvmt NEL NET NER NWLn1 NWLn2 SELn1 SELn2 SWL SWT SWR Capacity (veh/h) 873 - - 84 235 67 205 964 - - HCM Lane V/C Ratio 0.061 - - 0.738 0.622 0.328 0.277 0.029 - - HCM Control Delay (s) 9.39 - - 121.9 42.6 83 29.2 8.847 - - HCM Lane LOS A F E F D A HCM 95th %tile Q(veh) 0.193 - - 3.636 3.707 1.205 1.088 0.09 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined Lanes and Geometrics Short Total PM 8: Centre & NRRC South/Rolland Moore HCM 2010 analysis Sunshine House Daycare 11/11/2013 Synchro 8 Light Report Delich Associates st pm 2010 analysis.syn Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 10 10 10 10 16 12 12 16 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 75 0 30 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.853 0.855 0.992 0.993 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1652 1483 0 1652 1486 0 2006 1848 0 2006 1850 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1652 1483 0 1652 1486 0 2006 1848 0 2006 1850 0 Link Speed (mph) 25 25 35 35 Link Distance (ft) 302 263 348 771 Travel Time (s) 8.2 7.2 6.8 15.0 Intersection Summary Area Type: Other HCM Unsignalized Intersection Capacity Analysis Short Total AM 6: Centre & NRRC North/Perennial HCM2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates st am 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 48 0 13 3 1 12 11 667 57 30 255 42 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 56 0 15 4 1 14 13 785 67 35 300 49 Pedestrians 8 Lane Width (ft) 14.0 Walking Speed (ft/s) 4.0 Percent Blockage 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1229 1273 325 1230 1264 826 349 852 vC1, stage 1 conf vol 395 395 844 844 vC2, stage 2 conf vol 833 878 386 420 vCu, unblocked vol 1229 1273 325 1230 1264 826 349 852 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 80 100 98 99 100 96 99 96 cM capacity (veh/h) 285 302 716 318 332 369 1209 787 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 56 15 4 15 13 852 35 349 Volume Left 56 0 4 0 13 0 35 0 Volume Right 0 15 0 14 0 67 0 49 cSH 285 716 318 366 1209 1700 787 1700 Volume to Capacity 0.20 0.02 0.01 0.04 0.01 0.50 0.04 0.21 Queue Length 95th (ft) 18 2131040 Control Delay (s) 20.7 10.1 16.4 15.3 8.0 0.0 9.8 0.0 Lane LOS C B C C A A Approach Delay (s) 18.5 15.5 0.1 0.9 Approach LOS C C Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Short Total PM 6: Centre & NRRC North/Perennial HCM 2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates st pm 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 72 0 11 66 0 69 10 612 2 3 569 63 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.92 Hourly flow rate (vph) 85 0 13 78 0 81 12 720 2 4 669 68 Pedestrians 1 Lane Width (ft) 14.0 Walking Speed (ft/s) 4.0 Percent Blockage 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1535 1457 705 1435 1490 721 738 722 vC1, stage 1 conf vol 711 711 745 745 vC2, stage 2 conf vol 825 746 690 745 vCu, unblocked vol 1535 1457 705 1435 1490 721 738 722 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 65 100 97 74 100 81 99 100 cM capacity (veh/h) 243 316 436 298 307 427 868 880 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 85 13 78 81 12 722 4 738 Volume Left 85 0 78 0 12 0 4 0 Volume Right 0 13 0 81 0 2 0 68 cSH 243 436 298 427 868 1700 880 1700 Volume to Capacity 0.35 0.03 0.26 0.19 0.01 0.42 0.00 0.43 Queue Length 95th (ft) 37 2 25 17 1000 Control Delay (s) 27.6 13.5 21.3 15.4 9.2 0.0 9.1 0.0 Lane LOS D B C C A A Approach Delay (s) 25.7 18.3 0.1 0.0 Approach LOS D C Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 51.2% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Short Total AM 8: Centre & NRRC South/Rolland Moore HCM2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates st am 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 32 0 23 8 0 45 9 654 115 97 174 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 38 0 27 9 0 53 11 769 135 114 205 6 Pedestrians 24 Lane Width (ft) 14.0 14.0 Walking Speed (ft/s) 4.0 4.0 Percent Blockage 0 0 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1283 1362 210 1320 1297 841 211 905 vC1, stage 1 conf vol 436 436 858 858 vC2, stage 2 conf vol 848 926 462 439 vCu, unblocked vol 1283 1362 210 1320 1297 841 211 905 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 79 100 97 97 100 85 99 85 cM capacity (veh/h) 180 219 829 292 312 363 1360 752 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 38 27 9 53 11 905 114 211 Volume Left 38 0 9 0 11 0 114 0 Volume Right 0 27 0 53 0 135 0 6 cSH 180 829 292 363 1360 1700 752 1700 Volume to Capacity 0.21 0.03 0.03 0.15 0.01 0.53 0.15 0.12 Queue Length 95th (ft) 19 3 2 13 1 0 13 0 Control Delay (s) 30.3 9.5 17.8 16.6 7.7 0.0 10.6 0.0 Lane LOS D A C C A B Approach Delay (s) 21.6 16.8 0.1 3.7 Approach LOS C C Intersection Summary Average Delay 2.7 Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis Short Total PM 8: Centre & NRRC South/Rolland Moore HCM 2000 analysis Sunshine House Daycare 12/9/2013 Synchro 8 Light Report Delich Associates st pm 2000 analysis.syn Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Volume (veh/h) 28 1 38 79 3 95 45 496 28 24 591 30 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 33 1 45 93 4 112 53 584 33 28 695 35 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1572 1492 713 1503 1493 600 731 616 vC1, stage 1 conf vol 769 769 706 706 vC2, stage 2 conf vol 803 722 797 787 vCu, unblocked vol 1572 1492 713 1503 1493 600 731 616 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 84 100 90 60 99 78 94 97 cM capacity (veh/h) 209 288 432 235 276 501 874 963 Direction, Lane # SE 1 SE 2 NW 1 NW 2 NE 1 NE 2 SW 1 SW 2 Volume Total 33 46 93 115 53 616 28 731 Volume Left 33 0 93 0 53 0 28 0 Volume Right 0 45 0 112 0 33 0 35 cSH 209 426 235 489 874 1700 963 1700 Volume to Capacity 0.16 0.11 0.40 0.24 0.06 0.36 0.03 0.43 Queue Length 95th (ft) 14 9 45 23 5020 Control Delay (s) 25.4 14.5 30.0 14.6 9.4 0.0 8.8 0.0 Lane LOS D B D B A A Approach Delay (s) 19.1 21.5 0.7 0.3 Approach LOS C C Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15