Reporte sin proyecto - 2016 escenario con...
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Transcript of Reporte sin proyecto - 2016 escenario con...
Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 1
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLane ConfigurationsVolume (vph) 0 4607 80 0 2051 392 1394 1888 368 0 785 32Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00Frt 0.997 0.850 0.985 0.995Flt Protected 0.981Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2813 0 0 1525 0Flt Permitted 0.578Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1657 0 0 1525 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 399 9Link Speed (k/h) 80 80 58 58Link Distance (m) 466.2 366.3 215.3 746.8Travel Time (s) 21.0 16.5 13.4 46.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy 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 35Shared Lane Traffic (%)Lane Group Flow (vph) 0 5095 0 0 2229 426 0 3967 0 0 888 0Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 11.0 11.0 1.0 0.0Link Offset(m) 0.0 0.0 2.0 0.0Crosswalk Width(m) 0.0 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 25 15 25 15 25 15Turn Type NA NA Perm Prot NA NAProtected Phases 2 6 7 4 8Permitted Phases 6Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0Total 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 37.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost 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 0.0Total 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 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesWalk Time (s) 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 48.0 48.0 48.0 20.0 37.0Actuated g/C Ratio 0.40 0.40 0.40 0.17 0.31
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Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 2
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRv/c Ratio 2.06 0.90 0.56 8.33 1.89Control Delay 500.3 39.7 6.4 3311.6 434.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 500.3 39.7 6.4 3311.6 434.8LOS F D A F FApproach Delay 500.3 34.3 3311.6 434.8Approach LOS F C F FQueue Length 50th (m) ~487.5 126.0 4.1 ~1027.3 ~336.8Queue Length 95th (m) m#202.5 140.7 29.5 #1058.7 #415.2Internal Link Dist (m) 442.2 342.3 191.3 722.8Turn Bay Length (m) 150.0Base Capacity (vph) 2477 2482 760 476 470Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 2.06 0.90 0.56 8.33 1.89
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 75Control Type: PretimedMaximum v/c Ratio: 8.33Intersection Signal Delay: 1282.3 Intersection LOS: FIntersection Capacity Utilization 214.7% ICU Level of Service HAnalysis 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, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 3
Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 0 0 4581 165 450 1984Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (m) 3.6 3.6 3.3 3.3 3.3 3.3Storage Length (m) 0.0 0.0 0.0 60.0Storage Lanes 0 0 0 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 0.86 0.86 1.00 0.81Frt 0.995Flt Protected 0.950Satd. Flow (prot) 0 0 5245 0 1456 6206Flt Permitted 0.950Satd. Flow (perm) 0 0 5245 0 1456 6206Right Turn on Red Yes YesSatd. Flow (RTOR) 9Link Speed (k/h) 58 80 80Link Distance (m) 289.6 241.9 466.2Travel Time (s) 18.0 10.9 21.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 0 4979 179 489 2157Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 5158 0 489 2157Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 0.0 11.0 11.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 15 25Turn Type NA Prot NAProtected Phases 2 1 6Permitted PhasesMinimum Split (s) 21.0 9.0 21.0Total Split (s) 0.0 0.0 70.0 0.0 50.0 120.0Total Split (%) 0.0% 0.0% 58.3% 0.0% 41.7% 100.0%Maximum Green (s) 65.0 45.0 115.0Yellow Time (s) 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 5.0 5.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesWalk Time (s) 5.0 5.0Flash Dont Walk (s) 11.0 11.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 65.0 45.0 120.0Actuated g/C Ratio 0.54 0.38 1.00
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Lanes, Volumes, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 4
Lane Group WBL WBR NBT NBR SBL SBTv/c Ratio 1.81 0.90 0.35Control Delay 390.4 43.9 0.0Queue Delay 0.0 0.0 0.0Total Delay 390.4 43.9 0.0LOS F D AApproach Delay 390.4 8.1Approach LOS F AQueue Length 50th (m) ~565.6 130.2 0.0Queue Length 95th (m) #575.8 m125.7 m0.0Internal Link Dist (m) 265.6 217.9 442.2Turn Bay Length (m) 60.0Base Capacity (vph) 2845 546 6206Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 1.81 0.90 0.35
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 150Control Type: PretimedMaximum v/c Ratio: 1.81Intersection Signal Delay: 260.8 Intersection LOS: FIntersection Capacity Utilization 102.4% ICU Level of Service GAnalysis 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, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 1
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLane ConfigurationsVolume (vph) 0 1807 30 0 1540 290 433 678 211 0 429 23Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00Frt 0.998 0.850 0.976 0.993Flt Protected 0.984Satd. Flow (prot) 0 6193 0 0 6206 1302 0 2796 0 0 1522 0Flt Permitted 0.523Satd. Flow (perm) 0 6193 0 0 6206 1302 0 1486 0 0 1522 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 315 16 2Link Speed (k/h) 80 80 58 58Link Distance (m) 465.7 366.3 215.3 746.8Travel Time (s) 21.0 16.5 13.4 46.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy 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 25Shared Lane Traffic (%)Lane Group Flow (vph) 0 1997 0 0 1674 315 0 1437 0 0 491 0Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 11.0 11.0 1.0 0.0Link Offset(m) 0.0 0.0 2.0 0.0Crosswalk Width(m) 0.0 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 25 15 25 15 25 15Turn Type NA NA Perm Prot NA NAProtected Phases 2 6 7 4 8Permitted Phases 6Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0Total 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 37.0Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost 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 0.0Total 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 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesWalk Time (s) 5.0 5.0 5.0 5.0 5.0Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0Pedestrian Calls (#/hr) 0 0 0 0 0Act Effct Green (s) 48.0 48.0 48.0 20.0 37.0Actuated g/C Ratio 0.40 0.40 0.40 0.17 0.31
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Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 2
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRv/c Ratio 0.81 0.67 0.44 3.00 1.04Control Delay 28.1 31.3 4.7 924.3 93.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 28.1 31.3 4.7 924.3 93.7LOS C C A F FApproach Delay 28.1 27.0 924.3 93.7Approach LOS C C F FQueue Length 50th (m) 53.8 82.9 0.0 ~327.5 ~131.7Queue Length 95th (m) 69.8 94.7 18.5 #372.8 #200.4Internal Link Dist (m) 441.7 342.3 191.3 722.8Turn Bay Length (m) 150.0Base Capacity (vph) 2480 2482 710 479 471Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.81 0.67 0.44 3.00 1.04
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 3.00Intersection Signal Delay: 250.9 Intersection LOS: FIntersection Capacity Utilization 95.9% ICU Level of Service FAnalysis 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.
Splits and Phases: 3:
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Lanes, Volumes, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 3
Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 0 0 1740 61 312 1454Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (m) 3.6 3.6 3.3 3.3 3.3 3.3Storage Length (m) 0.0 0.0 0.0 60.0Storage Lanes 0 0 0 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 0.86 0.86 1.00 0.81Frt 0.995Flt Protected 0.950Satd. Flow (prot) 0 0 5245 0 1456 6206Flt Permitted 0.950Satd. Flow (perm) 0 0 5245 0 1456 6206Right Turn on Red Yes YesSatd. Flow (RTOR) 9Link Speed (k/h) 58 80 80Link Distance (m) 289.6 241.9 465.7Travel Time (s) 18.0 10.9 21.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 0 1891 66 339 1580Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 1957 0 339 1580Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 0.0 11.0 11.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 15 25Turn Type NA Prot NAProtected Phases 2 1 6Permitted PhasesMinimum Split (s) 21.0 9.0 21.0Total Split (s) 0.0 0.0 70.0 0.0 50.0 120.0Total Split (%) 0.0% 0.0% 58.3% 0.0% 41.7% 100.0%Maximum Green (s) 65.0 45.0 115.0Yellow Time (s) 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 5.0 5.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesWalk Time (s) 5.0 5.0Flash Dont Walk (s) 11.0 11.0Pedestrian Calls (#/hr) 0 0Act Effct Green (s) 65.0 45.0 120.0Actuated g/C Ratio 0.54 0.38 1.00
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Lanes, Volumes, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 4
Lane Group WBL WBR NBT NBR SBL SBTv/c Ratio 0.69 0.62 0.25Control Delay 21.6 42.4 0.0Queue Delay 0.0 0.0 0.0Total Delay 21.6 42.4 0.0LOS C D AApproach Delay 21.6 7.5Approach LOS C AQueue Length 50th (m) 98.3 88.9 0.0Queue Length 95th (m) 112.1 m110.2 m0.0Internal Link Dist (m) 265.6 217.9 441.7Turn Bay Length (m) 60.0Base Capacity (vph) 2845 546 6206Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 0.69 0.62 0.25
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 55Control Type: PretimedMaximum v/c Ratio: 0.69Intersection Signal Delay: 14.6 Intersection LOS: BIntersection Capacity Utilization 51.9% ICU Level of Service AAnalysis Period (min) 15m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 6:
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Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 1
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLane ConfigurationsVolume (vph) 0 3208 55 0 1796 341 914 1283 290 0 607 28Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00Frt 0.997 0.850 0.983 0.994Flt Protected 0.982Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2810 0 0 1523 0Flt Permitted 0.574Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1643 0 0 1523 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 371 10Link Speed (k/h) 80 80 58 58Link Distance (m) 466.0 366.3 215.3 746.8Travel Time (s) 21.0 16.5 13.4 46.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 3487 60 0 1952 371 993 1395 315 0 660 30Shared Lane Traffic (%)Lane Group Flow (vph) 0 3547 0 0 1952 371 0 2703 0 0 690 0Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 11.0 11.0 1.0 0.0Link Offset(m) 0.0 0.0 2.0 0.0Crosswalk Width(m) 0.0 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 25 15 25 15 25 15Turn Type NA NA Perm Prot NA NAProtected Phases 2 6 7 4 8Permitted Phases 6Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0Total 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%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost 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 0.0Total 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 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesAct Effct Green (s) 48.0 48.0 48.0 20.0 37.0Actuated g/C Ratio 0.40 0.40 0.40 0.17 0.31v/c Ratio 1.43 0.79 0.50 5.67 1.47Control Delay 227.0 34.3 4.9 2114.8 254.3Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 227.0 34.3 4.9 2114.8 254.3
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Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 2
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLOS F C A F FApproach Delay 227.0 29.6 2114.8 254.3Approach LOS F C F FQueue Length 50th (m) ~289.8 103.2 0.0 ~678.2 ~234.8Queue Length 95th (m) m#202.4 116.2 20.4 #719.8 #309.1Internal Link Dist (m) 442.0 342.3 191.3 722.8Turn Bay Length (m) 150.0Base Capacity (vph) 2477 2482 743 477 470Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.43 0.79 0.50 5.67 1.47
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 75Control Type: PretimedMaximum v/c Ratio: 5.67Intersection Signal Delay: 730.4 Intersection LOS: FIntersection Capacity Utilization 155.3% ICU Level of Service HAnalysis 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, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 3
Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 0 0 3161 113 381 1719Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (m) 3.6 3.6 3.3 3.3 3.3 3.3Storage Length (m) 0.0 0.0 0.0 60.0Storage Lanes 0 0 0 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 0.86 0.86 1.00 0.81Frt 0.995Flt Protected 0.950Satd. Flow (prot) 0 0 5245 0 1456 6206Flt Permitted 0.950Satd. Flow (perm) 0 0 5245 0 1456 6206Right Turn on Red Yes YesSatd. Flow (RTOR) 9Link Speed (k/h) 58 80 80Link Distance (m) 289.6 241.9 466.0Travel Time (s) 18.0 10.9 21.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 0 3436 123 414 1868Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 3559 0 414 1868Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 0.0 11.0 11.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 15 25Turn Type NA Prot NAProtected Phases 2 1 6Permitted PhasesMinimum Split (s) 21.0 9.0 21.0Total Split (s) 0.0 0.0 70.0 0.0 50.0 120.0Total Split (%) 0.0% 0.0% 58.3% 0.0% 41.7% 100.0%Yellow Time (s) 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 5.0 5.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesAct Effct Green (s) 65.0 45.0 120.0Actuated g/C Ratio 0.54 0.38 1.00v/c Ratio 1.25 0.76 0.30Control Delay 143.1 42.0 0.0Queue Delay 0.0 0.0 0.0Total Delay 143.1 42.0 0.0
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Lanes, Volumes, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 4
Lane Group WBL WBR NBT NBR SBL SBTLOS F D AApproach Delay 143.1 7.6Approach LOS F AQueue Length 50th (m) ~321.8 110.2 0.0Queue Length 95th (m) #341.3 m123.5 m0.0Internal Link Dist (m) 265.6 217.9 442.0Turn Bay Length (m) 60.0Base Capacity (vph) 2845 546 6206Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 1.25 0.76 0.30
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 150Control Type: PretimedMaximum v/c Ratio: 1.25Intersection Signal Delay: 90.2 Intersection LOS: FIntersection Capacity Utilization 77.1% ICU Level of Service DAnalysis 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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07/25/201623:13:42
VISSIM 5.30-0814
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Movement Groups Selected: Vehicle Groups Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL ALL
Sections Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Sections Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Random Seeds Selected: Time Selected:ALL ALL ALL
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
VISSIM Analysis Database InformationInput File Name: c:\users\manuel\desktop\modelacion
transito\2016\4_visim_2016_equi\2016_modelo_visim_1.inp
Measure of Effectiveness : TRAVEL TIMES
Measure of Effectiveness : TRAVEL TIME DELAY
Measure of Effectiveness : QUEUE LENGTHS
Measure of Effectiveness : VOLUMES
Summary Page
VISSIM Version:Number of Runs:Random Seeds:
Network Performance
Measure of Effectiveness : DELAY
Measure of Effectiveness : DELAY BY MOVEMENT GROUP AND VEHICLE GROUP
Project Summary InformationProject Comment:
Analysis Date:Analysis Time:
Run 1(1)Car (10) 920 16.88 440.93 10.28 26.12 40.24 1 25.82HGV (20) 33 0.82 15.25 0.39 18.66 42.89 1 31.55Bus (30) 62 1.37 24.56 0.69 17.99 40.17 1 25.92Tram (40) 0 0 0 0 0 0 0 0Pedestrian (50) 0 0 0 0 0 0 0 0Bike (60) 0 0 0 0 0 0 0 0Total 1015 19.06 480.74 11.37 25.22 40.32 1 26.01
Network PerformanceVehicle Class Number of
VehiclesTotal
Travel Time(h) Distance(km) Delay(h) Avg Speed(km/h)Per Vehicle
Avg Delay (s) Avg Number of Stops Avg Stop Delay (s)
Delay(s) VolumeLeft 2 75 53 75 43.4 10.3 156.6Through 28.8 152 28.8 20.3 0 77.8Right 2 18.5 29 18.5 18.3 0.3 61.6Total 38 234 38 33.8 0 156.6Left 1 32.7 169 32.7 26.9 0 82.9Right 1 37.8 34 37.8 33.3 0 98.2Total 33.6 203 33.5 28 0 98.2Through 39.9 72 39.9 24.5 0 79.3Right 2 77.7 1 77.7 0 77.7 77.7Total 40.4 73 40.4 24.8 0 79.3Through 40 131 40 29 0 82.7Right 1 36.7 166 36.7 30.5 0 93.8Right 2 37.5 3 37.5 32.7 0 60.2Total 38.1 300 38.2 29.8 0 93.8
Total 37.2 810 D 37.2 30.2 0 156.6Left 2 55.6 15 55.6 4.3 45.1 60.7Through 1.8 179 1.8 2.7 0 10.3Total 6 194 6 14.7 0 60.7Through 5.1 357 5.1 11 0 44.9Right 2 13.9 13 13.9 14.7 0 39Total 5.4 370 5.4 11.3 0 44.9
Total 5.6 564 A 5.6 12.5 0 60.724.2 1374 24.2 29 0 156.6
Approach MovementRun
1
NETWORK TOTAL
Delay
SB
SWB
NWB
Av. Boyaca con Gaitan Cortes
SEB
NWBAv. Boyaca con
Cra 25
LOS Average(s) Standard Deviation(s) Min(s) Max(s)
NEB
Intersection
All
Av. Boyaca con Gaitan Cortes 1 37.2 37.2Av. Boyaca con Cra 25 2 5.6 5.6Intersection Name Intersection Number All
Movement Group Delay
95% Queues per Run14
Left 2 166.4 176.7 166.4 43.2 64.4 62.8Through 166.3 176.6 166.3 0 50.7 69.3Right 2 61 71.4 61 0 15.8 24.8Left 1 71.2 90.5 71.2 18.2 22 22.4Right 1 64.9 81.4 64.9 18.6 22.1 20.6Through 159.1 161.6 159.1 12.7 39.2 52.3Right 2 102.4 104.9 102.4 0 16 32.3Through 95 96.8 95 19.1 31.1 31.7Right 1 116.5 126.6 116.5 25.8 40.4 42Right 2 0 0 0 0 0 0Left 2 32.3 33.9 32.3 0 6.7 11.4Through 0 0 0 0 0 0Through 43.1 58.8 43.1 0 6.5 13.5Right 2 7.7 21.7 7.7 0 0.6 2.8
Max 95% Median Average
Av. Boyaca con Gaitan Cortes
SEBNWB
Av. Boyaca con Cra 25
Queue Lengths
Standard Deviation
NEB
SBSWB
NWB
Intersection Approach Movement
Run14
Left 2 53 0Through 152 0Right 2 29 0Total 234 0Left 1 169 0Right 1 34 0Total 203 0Through 72 0Right 2 1 0Total 73 0Through 131 0Right 1 166 0Right 2 3 0Total 300 0
Total 810 0Left 2 15 0Through 179 0Total 194 0Through 357 0Right 2 13 0Total 370 0
Total 564 01374 0
Movement
NETWORK TOTAL
Volumes
SWB
NWB
Av. Boyaca con Gaitan Cortes
SEB
NWBAv. Boyaca con
Cra 25
Standard Deviation
NEB
SB
Intersection Approach
Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 1
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLane ConfigurationsVolume (vph) 0 3737 64 0 2093 397 1064 1496 337 0 799 36Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00Frt 0.997 0.850 0.983 0.994Flt Protected 0.982Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2810 0 0 1523 0Flt Permitted 0.574Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1643 0 0 1523 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 398 10Link Speed (k/h) 80 80 58 58Link Distance (m) 464.5 366.3 215.3 746.8Travel Time (s) 20.9 16.5 13.4 46.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 4062 70 0 2275 432 1157 1626 366 0 868 39Shared Lane Traffic (%)Lane Group Flow (vph) 0 4132 0 0 2275 432 0 3149 0 0 907 0Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 11.0 11.0 1.0 0.0Link Offset(m) 0.0 0.0 2.0 0.0Crosswalk Width(m) 0.0 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 25 15 25 15 25 15Turn Type NA NA Perm Prot NA NAProtected Phases 2 6 7 4 8Permitted Phases 6Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0Total 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%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost 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 0.0Total 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 4.0Lead/Lag Lead LagLead-Lag Optimize?Act Effct Green (s) 48.0 48.0 48.0 20.0 37.0Actuated g/C Ratio 0.40 0.40 0.40 0.17 0.31v/c Ratio 1.67 0.92 0.57 6.60 1.93Control Delay 329.8 41.1 6.7 2534.0 452.3Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 329.8 41.1 6.7 2534.0 452.3
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Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 2
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLOS F D A F FApproach Delay 329.8 35.6 2534.0 452.3Approach LOS F D F FQueue Length 50th (m) ~364.3 130.1 5.1 ~801.3 ~346.7Queue Length 95th (m) m#187.0 145.1 31.6 #840.2 #425.6Internal Link Dist (m) 440.5 342.3 191.3 722.8Turn Bay Length (m) 150.0Base Capacity (vph) 2477 2482 760 477 470Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 1.67 0.92 0.57 6.60 1.93
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 6.60Intersection Signal Delay: 904.0 Intersection LOS: FIntersection Capacity Utilization 183.9% ICU Level of Service HAnalysis 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, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 3
Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 0 0 3801 142 443 1987Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (m) 3.6 3.6 3.3 3.3 3.3 3.3Storage Length (m) 0.0 0.0 0.0 60.0Storage Lanes 0 0 0 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 0.86 0.86 1.00 0.81Frt 0.995Flt Protected 0.950Satd. Flow (prot) 0 0 5245 0 1456 6206Flt Permitted 0.950Satd. Flow (perm) 0 0 5245 0 1456 6206Right Turn on Red Yes YesSatd. Flow (RTOR) 9Link Speed (k/h) 58 80 80Link Distance (m) 289.6 241.9 464.5Travel Time (s) 18.0 10.9 20.9Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 0 4132 154 482 2160Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 4286 0 482 2160Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 0.0 11.0 11.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 15 25Turn Type NA Prot NAProtected Phases 2 1 6Permitted PhasesMinimum Split (s) 21.0 9.0 21.0Total Split (s) 0.0 0.0 70.0 0.0 50.0 120.0Total Split (%) 0.0% 0.0% 58.3% 0.0% 41.7% 100.0%Yellow Time (s) 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 5.0 5.0Lead/Lag Lag LeadLead-Lag Optimize?Act Effct Green (s) 65.0 45.0 120.0Actuated g/C Ratio 0.54 0.38 1.00v/c Ratio 1.51 0.88 0.35Control Delay 255.3 43.9 0.0Queue Delay 0.0 0.0 0.0Total Delay 255.3 43.9 0.0
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Lanes, Volumes, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 4
Lane Group WBL WBR NBT NBR SBL SBTLOS F D AApproach Delay 255.3 8.0Approach LOS F AQueue Length 50th (m) ~432.7 128.3 0.0Queue Length 95th (m) #448.2 m123.3 m0.0Internal Link Dist (m) 265.6 217.9 440.5Turn Bay Length (m) 60.0Base Capacity (vph) 2845 546 6206Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 1.51 0.88 0.35
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 150Control Type: PretimedMaximum v/c Ratio: 1.51Intersection Signal Delay: 161.0 Intersection LOS: FIntersection Capacity Utilization 90.3% ICU Level of Service EAnalysis 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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07/25/201622:47:04
VISSIM 5.30-0814
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Movement Groups Selected: Vehicle Groups Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL ALL
Sections Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Sections Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Random Seeds Selected: Time Selected:ALL ALL ALL
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
VISSIM Analysis Database InformationInput File Name: c:\users\manuel\desktop\modelacion transito\2018\sin
proyecto\2018_s_vissim\2018_modelo_visim_1.inp
Measure of Effectiveness : TRAVEL TIMES
Measure of Effectiveness : TRAVEL TIME DELAY
Measure of Effectiveness : QUEUE LENGTHS
Measure of Effectiveness : VOLUMES
Summary Page
VISSIM Version:Number of Runs:Random Seeds:
Network Performance
Measure of Effectiveness : DELAY
Measure of Effectiveness : DELAY BY MOVEMENT GROUP AND VEHICLE GROUP
Project Summary InformationProject Comment:
Analysis Date:Analysis Time:
Run 1(1)Car (10) 1029 21.1 506.83 13.53 24.02 47.33 1 30.1HGV (20) 42 1.09 18.84 0.56 17.25 48.29 1 36.3Bus (30) 63 1.55 27.17 0.8 17.52 45.89 1 30.36Tram (40) 0 0 0 0 0 0 0 0Pedestrian (50) 0 0 0 0 0 0 0 0Bike (60) 0 0 0 0 0 0 0 0Total 1134 23.74 552.84 14.89 23.28 47.29 1 30.35
Network PerformanceVehicle Class Number of
VehiclesTotal
Travel Time(h) Distance(km) Delay(h) Avg Speed(km/h)Per Vehicle
Avg Delay (s) Avg Number of Stops Avg Stop Delay (s)
Delay(s) VolumeLeft 2 79.6 53 79.6 45.3 15.6 170Through 29.7 151 29.7 21 0 84.5Right 2 16.1 29 16.1 16.1 0.5 66.7Total 39.4 233 39.4 35.7 0 170Left 1 36 200 36 31 0 160.4Right 1 46.9 37 46.9 34.7 0.1 146.2Total 37.7 237 37.7 31.8 0 160.4Through 38.9 86 38.9 25 0 77.6Right 2 58.1 2 58.1 7 53.1 63Total 39.3 88 39.3 24.9 0 77.6Through 50.1 149 50.1 29.3 0 89.8Right 1 38.8 178 38.8 35.9 0 92.6Right 2 32.3 5 32.3 29.2 0 57.8Total 43.8 332 43.8 33.4 0 92.6
Total 40.6 890 D 40.6 32.9 0 170Left 2 48.7 45 48.7 8.3 26.1 61.2Through 4 182 4 8.3 0 51.5Total 12.9 227 12.8 19.7 0 61.2Through 9.7 413 9.7 13.5 0 45Right 2 13.8 18 13.8 16.7 0 42.4Total 9.9 431 9.9 13.6 0 45
Total 10.9 658 B 10.9 16 0 61.228 1548 28 30.8 0 170
Approach MovementRun
1
NETWORK TOTAL
Delay
SB
SWB
NWB
Av. Boyaca con Gaitan Cortes
SEB
NWBAv. Boyaca con
Cra 25
LOS Average(s) Standard Deviation(s) Min(s) Max(s)
NEB
Intersection
All
Av. Boyaca con Gaitan Cortes 1 40.6 40.6Av. Boyaca con Cra 25 2 10.9 10.9Intersection Name Intersection Number All
Movement Group Delay
95% Queues per Run14
Left 2 166.2 174.8 166.2 52.1 74.4 64.9Through 166 174.7 166 0 50 69Right 2 60.8 71.5 60.8 0 17.6 26.2Left 1 76.9 101.4 76.9 28.9 30.5 26.3Right 1 76.9 84.1 76.9 36.6 33.4 24.2Through 150.8 164.6 150.8 25.5 44.6 50.7Right 2 94.1 107.9 94.1 0 17.1 29.9Through 111.9 113 111.9 19.9 38.5 39.7Right 1 187.4 206.9 187.4 33.1 53.3 57.9Right 2 0 0 0 0 0 0Left 2 94 98.2 94 0 22.2 31.1Through 14.6 32.1 14.6 0 1.5 5.7Through 69.9 82.4 69.9 0 12.1 22Right 2 24.2 45.3 24.2 0 3.1 9.5
Max 95% Median Average
Av. Boyaca con Gaitan Cortes
SEBNWB
Av. Boyaca con Cra 25
Queue Lengths
Standard Deviation
NEB
SBSWB
NWB
Intersection Approach Movement
Run14
Left 2 53 0Through 151 0Right 2 29 0Total 233 0Left 1 200 0Right 1 37 0Total 237 0Through 86 0Right 2 2 0Total 88 0Through 149 0Right 1 178 0Right 2 5 0Total 332 0
Total 890 0Left 2 45 0Through 182 0Total 227 0Through 413 0Right 2 18 0Total 431 0
Total 658 01548 0
Movement
NETWORK TOTAL
Volumes
SWB
NWB
Av. Boyaca con Gaitan Cortes
SEB
NWBAv. Boyaca con
Cra 25
Standard Deviation
NEB
SB
Intersection Approach
Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 1
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLane ConfigurationsVolume (vph) 0 6629 114 0 3711 704 1889 2653 598 0 1255 57Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (m) 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.6 3.6 3.6 3.6 3.6Storage Length (m) 0.0 0.0 0.0 150.0 0.0 0.0 0.0 0.0Storage Lanes 0 0 0 1 0 0 0 0Taper Length (m) 7.5 7.5 7.5 7.5Lane Util. Factor 1.00 0.81 0.81 1.00 0.81 1.00 0.95 0.95 0.95 1.00 1.00 1.00Frt 0.997 0.850 0.983 0.994Flt Protected 0.982Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2810 0 0 1523 0Flt Permitted 0.574Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1643 0 0 1523 0Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR) 4 384 10Link Speed (k/h) 80 80 58 58Link Distance (m) 466.3 366.3 215.3 746.8Travel Time (s) 21.0 16.5 13.4 46.4Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 7205 124 0 4034 765 2053 2884 650 0 1364 62Shared Lane Traffic (%)Lane Group Flow (vph) 0 7329 0 0 4034 765 0 5587 0 0 1426 0Enter Blocked Intersection Yes 2 veh Yes No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(m) 11.0 11.0 1.0 0.0Link Offset(m) 0.0 0.0 2.0 0.0Crosswalk Width(m) 0.0 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 25 15 25 15 25 15Turn Type NA NA Perm Prot NA NAProtected Phases 2 6 7 4 8Permitted Phases 6Minimum Split (s) 21.0 21.0 21.0 25.0 21.0 21.0Total Split (s) 0.0 53.0 0.0 0.0 53.0 53.0 25.0 67.0 0.0 0.0 42.0 0.0Total 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%Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0Lost 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 0.0Total 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 4.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesAct Effct Green (s) 48.0 48.0 48.0 20.0 37.0Actuated g/C Ratio 0.40 0.40 0.40 0.17 0.31v/c Ratio 2.96 1.63 1.02 11.71 3.03Control Delay 899.6 311.1 56.4 4829.9 938.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 899.6 311.1 56.4 4829.9 938.8
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Lanes, Volumes, Timings3: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 2
Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWRLOS F F E F FApproach Delay 899.6 270.5 4829.9 938.8Approach LOS F F F FQueue Length 50th (m) ~772.5 ~355.6 ~139.5 ~1474.4 ~614.4Queue Length 95th (m) m#187.0 #369.8 #217.2 #1487.3 #698.5Internal Link Dist (m) 442.3 342.3 191.3 722.8Turn Bay Length (m) 150.0Base Capacity (vph) 2477 2482 751 477 470Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 2.96 1.63 1.02 11.71 3.03
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 11.71Intersection Signal Delay: 1892.0 Intersection LOS: FIntersection Capacity Utilization 307.7% ICU Level of Service HAnalysis 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, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 3
Lane Group WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 0 0 6743 251 787 3522Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Width (m) 3.6 3.6 3.3 3.3 3.3 3.3Storage Length (m) 0.0 0.0 0.0 60.0Storage Lanes 0 0 0 1Taper Length (m) 7.5 7.5Lane Util. Factor 1.00 1.00 0.86 0.86 1.00 0.81Frt 0.995Flt Protected 0.950Satd. Flow (prot) 0 0 5245 0 1456 6206Flt Permitted 0.950Satd. Flow (perm) 0 0 5245 0 1456 6206Right Turn on Red Yes YesSatd. Flow (RTOR) 9Link Speed (k/h) 58 80 80Link Distance (m) 289.6 241.9 466.3Travel Time (s) 18.0 10.9 21.0Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%) 24% 24% 24% 24% 24% 24%Adj. Flow (vph) 0 0 7329 273 855 3828Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 7602 0 855 3828Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(m) 0.0 11.0 11.0Link Offset(m) 0.0 0.0 0.0Crosswalk Width(m) 4.8 4.8 4.8Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (k/h) 25 15 15 25Turn Type NA Prot NAProtected Phases 2 1 6Permitted PhasesMinimum Split (s) 21.0 9.0 21.0Total Split (s) 0.0 0.0 70.0 0.0 50.0 120.0Total Split (%) 0.0% 0.0% 58.3% 0.0% 41.7% 100.0%Yellow Time (s) 3.0 3.0 3.0All-Red Time (s) 2.0 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 5.0 5.0Lead/Lag Lag LeadLead-Lag Optimize? Yes YesAct Effct Green (s) 65.0 45.0 120.0Actuated g/C Ratio 0.54 0.38 1.00v/c Ratio 2.67 1.57 0.62Control Delay 771.3 286.6 8.0Queue Delay 0.0 0.0 0.0Total Delay 771.3 286.6 8.0
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Lanes, Volumes, Timings6: 7/08/2016
Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 ReportPage 4
Lane Group WBL WBR NBT NBR SBL SBTLOS F F AApproach Delay 771.3 58.8Approach LOS F EQueue Length 50th (m) ~938.3 ~310.1 84.4Queue Length 95th (m) #930.2 m123.4 m0.0Internal Link Dist (m) 265.6 217.9 442.3Turn Bay Length (m) 60.0Base Capacity (vph) 2845 546 6206Starvation Cap Reductn 0 0 0Spillback Cap Reductn 0 0 0Storage Cap Reductn 0 0 0Reduced v/c Ratio 2.67 1.57 0.62
Intersection SummaryArea Type: OtherCycle Length: 120Actuated Cycle Length: 120Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of GreenNatural Cycle: 150Control Type: PretimedMaximum v/c Ratio: 2.67Intersection Signal Delay: 499.7 Intersection LOS: FIntersection Capacity Utilization 153.8% ICU Level of Service HAnalysis 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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07/26/20160:03:03
VISSIM 5.30-0814
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Movement Groups Selected: Vehicle Groups Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL ALL
Sections Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Sections Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
Nodes Selected: Random Seeds Selected: Time Selected:ALL ALL ALL
Nodes Selected: Vehicle Types Selected: Random Seeds Selected: Time Selected:ALL ALL ALL ALL
VISSIM Analysis Database InformationInput File Name: c:\users\manuel\desktop\modelacion transito\2038\sin
proyecto\2038_s_vissim\2038_modelo_visim_1.inp
Measure of Effectiveness : TRAVEL TIMES
Measure of Effectiveness : TRAVEL TIME DELAY
Measure of Effectiveness : QUEUE LENGTHS
Measure of Effectiveness : VOLUMES
Summary Page
VISSIM Version:Number of Runs:Random Seeds:
Network Performance
Measure of Effectiveness : DELAY
Measure of Effectiveness : DELAY BY MOVEMENT GROUP AND VEHICLE GROUP
Project Summary InformationProject Comment:
Analysis Date:Analysis Time:
Run 1(1)Car (10) 1253 38.57 573.19 29.87 14.86 85.81 2 53.08HGV (20) 59 1.7 24.03 1.01 14.16 61.7 1 41.58Bus (30) 86 2.86 35.42 1.86 12.37 77.71 2 52.92Tram (40) 0 0 0 0 0 0 0 0Pedestrian (50) 0 0 0 0 0 0 0 0Bike (60) 0 0 0 0 0 0 0 0Total 1398 43.13 632.64 32.73 14.67 84.29 2 52.58
Network PerformanceVehicle Class Number of
VehiclesTotal
Travel Time(h) Distance(km) Delay(h) Avg Speed(km/h)Per Vehicle
Avg Delay (s) Avg Number of Stops Avg Stop Delay (s)
Delay(s) VolumeLeft 2 82.7 55 82.7 40.2 25.6 159.6Through 35 156 35 23.5 0 112.1Right 2 15.5 30 15.5 15 1.4 54.2Total 43.5 241 43.5 35.3 0 159.6Left 1 70.2 241 70.2 50 0 257Right 1 93.5 46 93.5 58.9 0.1 242.7Total 73.9 287 73.9 52.1 0 257Through 60.8 95 60.8 25.9 0.2 81.7Right 2 40.8 2 40.8 48.7 6.3 75.2Total 60.4 97 60.4 26.3 0.2 81.7Through 77.4 184 77.4 27.7 0 158Right 1 86.8 175 86.8 44.2 0 163.4Right 2 71.5 7 71.5 33 0 99.8Total 81.8 366 81.8 36.8 0 163.4
Total 68.1 991 E 68.1 43.4 0 257Left 2 53.6 53 53.6 10.2 31.9 75.5Through 6.9 215 6.9 12.1 0 45.4Total 16.1 268 16.2 22 0 75.5Through 19.3 558 19.3 21.8 0 86.1Right 2 13.3 32 13.3 18.1 0 57.4Total 19 590 18.9 21.7 0 86.1
Total 18.1 858 B 18.1 21.8 0 86.144.9 1849 44.9 43.1 0 257
Approach MovementRun
1
NETWORK TOTAL
Delay
SB
SWB
NWB
Av. Boyaca con Gaitan Cortes
SEB
NWBAv. Boyaca con
Cra 25
LOS Average(s) Standard Deviation(s) Min(s) Max(s)
NEB
Intersection
All
Av. Boyaca con Gaitan Cortes 1 68.1 68.1Av. Boyaca con Cra 25 2 18.1 18.1Intersection Name Intersection Number All
Movement Group Delay
95% Queues per Run14
Left 2 165.4 175.5 165.4 64.2 75.2 62.4Through 165.2 175.3 165.2 5.5 57.1 70.6Right 2 60 70.1 60 0 17.5 25.2Left 1 157.4 163.7 157.4 110.5 86.7 65.7Right 1 158 163.7 158 120.7 91.6 65.7Through 162.6 166.3 162.6 72.7 79.1 73.3Right 2 105.8 109.6 105.8 15.9 46.6 48.9Through 356.4 439.9 356.4 114.7 135.4 127.9Right 1 439.6 446.7 439.6 238.7 217.9 164.1Right 2 206.9 290.4 206.9 0 48.2 76.9Left 2 108 145.8 108 12.2 28.1 37.4Through 24 81.1 24 0 3 12.2Through 52.7 58.8 52.7 5.7 20.6 22.2Right 2 15.9 21.7 15.9 0 4.7 6.7
Max 95% Median Average
Av. Boyaca con Gaitan Cortes
SEBNWB
Av. Boyaca con Cra 25
Queue Lengths
Standard Deviation
NEB
SBSWB
NWB
Intersection Approach Movement
Run14
Left 2 55 0Through 156 0Right 2 30 0Total 241 0Left 1 241 0Right 1 46 0Total 287 0Through 95 0Right 2 2 0Total 97 0Through 184 0Right 1 175 0Right 2 7 0Total 366 0
Total 991 0Left 2 53 0Through 215 0Total 268 0Through 558 0Right 2 32 0Total 590 0
Total 858 01849 0
Movement
NETWORK TOTAL
Volumes
SWB
NWB
Av. Boyaca con Gaitan Cortes
SEB
NWBAv. Boyaca con
Cra 25
Standard Deviation
NEB
SB
Intersection Approach
