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Reporte sin proyecto - 2016 escenario con · PDF file Reporte sin proyecto - 2016 escenario con motos. Lanes, Volumes, Timings 3: 7/08/2016 Capacidad y nivel de servicio 22/05/2016

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  • Lanes, Volumes, Timings 3: 7/08/2016

    Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report Page 1

    Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Volume (vph) 0 4607 80 0 2051 392 1394 1888 368 0 785 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 0 0 0 0 Taper Length (m) 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.997 0.850 0.985 0.995 Flt Protected 0.981 Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2813 0 0 1525 0 Flt Permitted 0.578 Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1657 0 0 1525 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 399 9 Link Speed (k/h) 80 80 58 58 Link Distance (m) 466.2 366.3 215.3 746.8 Travel Time (s) 21.0 16.5 13.4 46.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% Adj. Flow (vph) 0 5008 87 0 2229 426 1515 2052 400 0 853 35 Shared Lane Traffic (%) Lane Group Flow (vph) 0 5095 0 0 2229 426 0 3967 0 0 888 0 Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) 11.0 11.0 1.0 0.0 Link Offset(m) 0.0 0.0 2.0 0.0 Crosswalk Width(m) 0.0 4.8 4.8 4.8 Two way Left Turn Lane Headway 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 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Turn Type NA NA Perm Prot NA NA Protected Phases 2 6 7 4 8 Permitted Phases 6 Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0 Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0 Total Split (%) 0.0% 44.2% 0.0% 0.0% 44.2% 44.2% 20.8% 55.8% 0.0% 0.0% 35.0% 0.0% Maximum Green (s) 48.0 48.0 48.0 20.0 62.0 37.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 5.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Walk Time (s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green (s) 48.0 48.0 48.0 20.0 37.0 Actuated g/C Ratio 0.40 0.40 0.40 0.17 0.31

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  • Lanes, Volumes, Timings 3: 7/08/2016

    Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report Page 2

    Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR v/c Ratio 2.06 0.90 0.56 8.33 1.89 Control Delay 500.3 39.7 6.4 3311.6 434.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 500.3 39.7 6.4 3311.6 434.8 LOS F D A F F Approach Delay 500.3 34.3 3311.6 434.8 Approach LOS F C F F Queue Length 50th (m) ~487.5 126.0 4.1 ~1027.3 ~336.8 Queue Length 95th (m) m#202.5 140.7 29.5 #1058.7 #415.2 Internal Link Dist (m) 442.2 342.3 191.3 722.8 Turn Bay Length (m) 150.0 Base Capacity (vph) 2477 2482 760 476 470 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 2.06 0.90 0.56 8.33 1.89

    Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 75 Control Type: Pretimed Maximum v/c Ratio: 8.33 Intersection Signal Delay: 1282.3 Intersection LOS: F Intersection Capacity Utilization 214.7% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

    Splits and Phases: 3:

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  • Lanes, Volumes, Timings 6: 7/08/2016

    Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report Page 3

    Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Volume (vph) 0 0 4581 165 450 1984 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (m) 3.6 3.6 3.3 3.3 3.3 3.3 Storage Length (m) 0.0 0.0 0.0 60.0 Storage Lanes 0 0 0 1 Taper Length (m) 7.5 7.5 Lane Util. Factor 1.00 1.00 0.86 0.86 1.00 0.81 Frt 0.995 Flt Protected 0.950 Satd. Flow (prot) 0 0 5245 0 1456 6206 Flt Permitted 0.950 Satd. Flow (perm) 0 0 5245 0 1456 6206 Right Turn on Red Yes Yes Satd. Flow (RTOR) 9 Link Speed (k/h) 58 80 80 Link Distance (m) 289.6 241.9 466.2 Travel Time (s) 18.0 10.9 21.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 24% 24% 24% 24% 24% 24% Adj. Flow (vph) 0 0 4979 179 489 2157 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 5158 0 489 2157 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(m) 0.0 11.0 11.0 Link Offset(m) 0.0 0.0 0.0 Crosswalk Width(m) 4.8 4.8 4.8 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (k/h) 25 15 15 25 Turn Type NA Prot NA Protected Phases 2 1 6 Permitted Phases Minimum Split (s) 21.0 9.0 21.0 Total Split (s) 0.0 0.0 70.0 0.0 50.0 120.0 Total Split (%) 0.0% 0.0% 58.3% 0.0% 41.7% 100.0% Maximum Green (s) 65.0 45.0 115.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 5.0 4.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Walk Time (s) 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 65.0 45.0 120.0 Actuated g/C Ratio 0.54 0.38 1.00

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  • Lanes, Volumes, Timings 6: 7/08/2016

    Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report Page 4

    Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 1.81 0.90 0.35 Control Delay 390.4 43.9 0.0 Queue Delay 0.0 0.0 0.0 Total Delay 390.4 43.9 0.0 LOS F D A Approach Delay 390.4 8.1 Approach LOS F A Queue Length 50th (m) ~565.6 130.2 0.0 Queue Length 95th (m) #575.8 m125.7 m0.0 Internal Link Dist (m) 265.6 217.9 442.2 Turn Bay Length (m) 60.0 Base Capacity (vph) 2845 546 6206 Starvation Cap Reductn 0 0 0 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 1.81 0.90 0.35

    Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Pretimed Maximum v/c Ratio: 1.81 Intersection Signal Delay: 260.8 Intersection LOS: F Intersection Capacity Utilization 102.4% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal.

    Splits and Phases: 6:

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  • Lanes, Volumes, Timings 3: 7/08/2016

    Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report Page 1

    Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Volume (vph) 0 1807 30 0 1540 290 433 678 211 0 429 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6 Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0 Storage Lanes 0 0 0 1 0 0 0 0 Taper Length (m) 7.5 7.5 7.5 7.5 Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Frt 0.998 0.850 0.976 0.993 Flt Protected 0.984 Satd. Flow (prot) 0 6193 0 0 6206 1302 0 2796 0 0 1522 0 Flt Permitted 0.523 Satd. Flow (perm) 0 6193 0 0 6206 1302 0 1486 0 0 1522 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 315 16 2 Link Speed (k/h) 80 80 58 58 Link Distance (m) 465.7 366.3 215.3 746.8 Travel Time (s) 21.0 16.5 13.4 46.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% Adj. Flow (vph) 0 1964 33 0 1674 315 471 737 229 0 466 25 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1997 0 0 1674 315 0 1437 0 0 491 0 Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) 11.0 11.0 1.0 0.0 Link Offset(m) 0.0 0.0 2.0 0.0 Crosswalk Width(m) 0.0 4.8 4.8 4.8 Two way Left Turn Lane Headway 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 Turning Speed (k/h) 25 15 25 15 25 15 25 15 Turn Type NA NA Perm Prot NA NA Protected Phases 2 6 7 4 8 Permitted Phases 6 Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0 Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0 Total Split (%) 0.0% 44.2% 0.0% 0.0% 44.2% 44.2% 20.8% 55.8% 0.0% 0.0% 35.0% 0.0% Maximum Green (s) 48.0 48.0 48.0 20.0 62.0 37.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 5.0 4.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Walk Time (s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Act Effct Green

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