Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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:
Lanes, Volumes, Timings
6:
7/08/2016Capacidad 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
Lanes, Volumes, Timings
6:
7/08/2016Capacidad 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:
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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 (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
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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 0.81 0.67 0.44 3.00 1.04
Control Delay 28.1 31.3 4.7 924.3 93.7
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 28.1 31.3 4.7 924.3 93.7
LOS C C A F F
Approach Delay 28.1 27.0 924.3 93.7
Approach LOS C C F F
Queue Length 50th (m) 53.8 82.9 0.0 ~327.5 ~131.7
Queue Length 95th (m) 69.8 94.7 18.5 #372.8 #200.4
Internal Link Dist (m) 441.7 342.3 191.3 722.8
Turn Bay Length (m) 150.0
Base Capacity (vph) 2480 2482 710 479 471
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 0.81 0.67 0.44 3.00 1.04
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: 80
Control Type: Pretimed Maximum v/c Ratio: 3.00
Intersection Signal Delay: 250.9 Intersection LOS: F
Intersection Capacity Utilization 95.9% ICU Level of Service F
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.
Splits and Phases: 3:
Lanes, Volumes, Timings
6:
7/08/2016Capacidad 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 1740 61 312 1454
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) 289.6 241.9 465.7
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 1891 66 339 1580
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1957 0 339 1580
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
Lanes, Volumes, Timings
6:
7/08/2016Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report
Page 4
Lane Group WBL WBR NBT NBR SBL SBT
v/c Ratio 0.69 0.62 0.25
Control Delay 21.6 42.4 0.0
Queue Delay 0.0 0.0 0.0
Total Delay 21.6 42.4 0.0
LOS C D A
Approach Delay 21.6 7.5
Approach LOS C A
Queue Length 50th (m) 98.3 88.9 0.0
Queue Length 95th (m) 112.1 m110.2 m0.0
Internal Link Dist (m) 265.6 217.9 441.7
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 0.69 0.62 0.25
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: 55
Control Type: Pretimed Maximum v/c Ratio: 0.69
Intersection Signal Delay: 14.6 Intersection LOS: B
Intersection Capacity Utilization 51.9% ICU Level of Service A
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 6:
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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 3208 55 0 1796 341 914 1283 290 0 607 28
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 0.983 0.994
Flt Protected 0.982
Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2810 0 0 1523 0
Flt Permitted 0.574
Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1643 0 0 1523 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 4 371 10
Link Speed (k/h) 80 80 58 58
Link Distance (m) 466.0 366.3 215.3 746.8
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 3487 60 0 1952 371 993 1395 315 0 660 30
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 3547 0 0 1952 371 0 2703 0 0 690 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%
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
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
v/c Ratio 1.43 0.79 0.50 5.67 1.47
Control Delay 227.0 34.3 4.9 2114.8 254.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 227.0 34.3 4.9 2114.8 254.3
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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
LOS F C A F F
Approach Delay 227.0 29.6 2114.8 254.3
Approach LOS F C F F
Queue Length 50th (m) ~289.8 103.2 0.0 ~678.2 ~234.8
Queue Length 95th (m) m#202.4 116.2 20.4 #719.8 #309.1
Internal Link Dist (m) 442.0 342.3 191.3 722.8
Turn Bay Length (m) 150.0
Base Capacity (vph) 2477 2482 743 477 470
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 1.43 0.79 0.50 5.67 1.47
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: 5.67
Intersection Signal Delay: 730.4 Intersection LOS: F
Intersection Capacity Utilization 155.3% 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:
Lanes, Volumes, Timings
6:
7/08/2016Capacidad 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 3161 113 381 1719
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) 289.6 241.9 466.0
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 3436 123 414 1868
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 3559 0 414 1868
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%
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
Act Effct Green (s) 65.0 45.0 120.0
Actuated g/C Ratio 0.54 0.38 1.00
v/c Ratio 1.25 0.76 0.30
Control Delay 143.1 42.0 0.0
Queue Delay 0.0 0.0 0.0
Total Delay 143.1 42.0 0.0
Lanes, Volumes, Timings
6:
7/08/2016Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report
Page 4
Lane Group WBL WBR NBT NBR SBL SBT
LOS F D A
Approach Delay 143.1 7.6
Approach LOS F A
Queue Length 50th (m) ~321.8 110.2 0.0
Queue Length 95th (m) #341.3 m123.5 m0.0
Internal Link Dist (m) 265.6 217.9 442.0
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 1.25 0.76 0.30
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: 1.25
Intersection Signal Delay: 90.2 Intersection LOS: F
Intersection Capacity Utilization 77.1% ICU Level of Service D
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:
07/25/2016 23:13:42
VISSIM 5.30-08 1 4
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 Information Input 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 Information
Project Comment:
Run 1(1)
Car (10) 920 16.88 440.93 10.28 26.12 40.24 1 25.82
HGV (20) 33 0.82 15.25 0.39 18.66 42.89 1 31.55
Bus (30) 62 1.37 24.56 0.69 17.99 40.17 1 25.92
Tram (40) 0 0 0 0 0 0 0 0
Pedestrian (50) 0 0 0 0 0 0 0 0
Bike (60) 0 0 0 0 0 0 0 0
Total 1015 19.06 480.74 11.37 25.22 40.32 1 26.01
Network Performance
Delay(s) Volume
Left 2 75 53 75 43.4 10.3 156.6
Through 28.8 152 28.8 20.3 0 77.8
Right 2 18.5 29 18.5 18.3 0.3 61.6
Total 38 234 38 33.8 0 156.6
Left 1 32.7 169 32.7 26.9 0 82.9
Right 1 37.8 34 37.8 33.3 0 98.2
Total 33.6 203 33.5 28 0 98.2
Through 39.9 72 39.9 24.5 0 79.3
Right 2 77.7 1 77.7 0 77.7 77.7
Total 40.4 73 40.4 24.8 0 79.3
Through 40 131 40 29 0 82.7
Right 1 36.7 166 36.7 30.5 0 93.8
Right 2 37.5 3 37.5 32.7 0 60.2
Total 38.1 300 38.2 29.8 0 93.8
Total 37.2 810 D 37.2 30.2 0 156.6
Left 2 55.6 15 55.6 4.3 45.1 60.7
Through 1.8 179 1.8 2.7 0 10.3
Total 6 194 6 14.7 0 60.7
Through 5.1 357 5.1 11 0 44.9
Right 2 13.9 13 13.9 14.7 0 39
Total 5.4 370 5.4 11.3 0 44.9
Total 5.6 564 A 5.6 12.5 0 60.7
24.2 1374 24.2 29 0 156.6
Approach Movement Run1
NETWORK TOTAL
Delay
SB
SWB
NWB Av. Boyaca con
Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
LOS Average(s) Standard Deviation(s) Min(s) Max(s)
NEB
All
Av. Boyaca con Gaitan Cortes 1 37.2 37.2 Av. Boyaca con Cra 25 2 5.6 5.6
Intersection Name Intersection Number All
95% Queues per Run 1
4
Left 2 166.4 176.7 166.4 43.2 64.4 62.8
Through 166.3 176.6 166.3 0 50.7 69.3
Right 2 61 71.4 61 0 15.8 24.8
Left 1 71.2 90.5 71.2 18.2 22 22.4
Right 1 64.9 81.4 64.9 18.6 22.1 20.6
Through 159.1 161.6 159.1 12.7 39.2 52.3
Right 2 102.4 104.9 102.4 0 16 32.3
Through 95 96.8 95 19.1 31.1 31.7
Right 1 116.5 126.6 116.5 25.8 40.4 42
Right 2 0 0 0 0 0 0
Left 2 32.3 33.9 32.3 0 6.7 11.4
Through 0 0 0 0 0 0
Through 43.1 58.8 43.1 0 6.5 13.5
Right 2 7.7 21.7 7.7 0 0.6 2.8
Max 95% Median Average
Av. Boyaca con Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
Queue Lengths
Standard Deviation
NEB
SB
SWB
NWB
Run 1
4
Left 2 53 0
Through 152 0
Right 2 29 0
Total 234 0
Left 1 169 0
Right 1 34 0
Total 203 0
Through 72 0
Right 2 1 0
Total 73 0
Through 131 0
Right 1 166 0
Right 2 3 0
Total 300 0
Total 810 0
Left 2 15 0
Through 179 0
Total 194 0
Through 357 0
Right 2 13 0
Total 370 0
Total 564 0
1374 0
Movement
NETWORK TOTAL
Volumes
SWB
NWB Av. Boyaca con
Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
Standard Deviation
NEB
SB
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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 3737 64 0 2093 397 1064 1496 337 0 799 36
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 0.983 0.994
Flt Protected 0.982
Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2810 0 0 1523 0
Flt Permitted 0.574
Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1643 0 0 1523 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 4 398 10
Link Speed (k/h) 80 80 58 58
Link Distance (m) 464.5 366.3 215.3 746.8
Travel Time (s) 20.9 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 4062 70 0 2275 432 1157 1626 366 0 868 39
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 4132 0 0 2275 432 0 3149 0 0 907 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%
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?
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
v/c Ratio 1.67 0.92 0.57 6.60 1.93
Control Delay 329.8 41.1 6.7 2534.0 452.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 329.8 41.1 6.7 2534.0 452.3
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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
LOS F D A F F
Approach Delay 329.8 35.6 2534.0 452.3
Approach LOS F D F F
Queue Length 50th (m) ~364.3 130.1 5.1 ~801.3 ~346.7
Queue Length 95th (m) m#187.0 145.1 31.6 #840.2 #425.6
Internal Link Dist (m) 440.5 342.3 191.3 722.8
Turn Bay Length (m) 150.0
Base Capacity (vph) 2477 2482 760 477 470
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 1.67 0.92 0.57 6.60 1.93
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: 80
Control Type: Pretimed Maximum v/c Ratio: 6.60
Intersection Signal Delay: 904.0 Intersection LOS: F
Intersection Capacity Utilization 183.9% 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:
Lanes, Volumes, Timings
6:
7/08/2016Capacidad 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 3801 142 443 1987
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) 289.6 241.9 464.5
Travel Time (s) 18.0 10.9 20.9
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 4132 154 482 2160
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 4286 0 482 2160
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%
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?
Act Effct Green (s) 65.0 45.0 120.0
Actuated g/C Ratio 0.54 0.38 1.00
v/c Ratio 1.51 0.88 0.35
Control Delay 255.3 43.9 0.0
Queue Delay 0.0 0.0 0.0
Total Delay 255.3 43.9 0.0
Lanes, Volumes, Timings
6:
7/08/2016Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report
Page 4
Lane Group WBL WBR NBT NBR SBL SBT
LOS F D A
Approach Delay 255.3 8.0
Approach LOS F A
Queue Length 50th (m) ~432.7 128.3 0.0
Queue Length 95th (m) #448.2 m123.3 m0.0
Internal Link Dist (m) 265.6 217.9 440.5
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 1.51 0.88 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: 1.51
Intersection Signal Delay: 161.0 Intersection LOS: F
Intersection Capacity Utilization 90.3% ICU Level of Service E
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:
07/25/2016 22:47:04
VISSIM 5.30-08 1 4
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 Information Input 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 Information
Project Comment:
Run 1(1)
Car (10) 1029 21.1 506.83 13.53 24.02 47.33 1 30.1
HGV (20) 42 1.09 18.84 0.56 17.25 48.29 1 36.3
Bus (30) 63 1.55 27.17 0.8 17.52 45.89 1 30.36
Tram (40) 0 0 0 0 0 0 0 0
Pedestrian (50) 0 0 0 0 0 0 0 0
Bike (60) 0 0 0 0 0 0 0 0
Total 1134 23.74 552.84 14.89 23.28 47.29 1 30.35
Network Performance
Delay(s) Volume
Left 2 79.6 53 79.6 45.3 15.6 170
Through 29.7 151 29.7 21 0 84.5
Right 2 16.1 29 16.1 16.1 0.5 66.7
Total 39.4 233 39.4 35.7 0 170
Left 1 36 200 36 31 0 160.4
Right 1 46.9 37 46.9 34.7 0.1 146.2
Total 37.7 237 37.7 31.8 0 160.4
Through 38.9 86 38.9 25 0 77.6
Right 2 58.1 2 58.1 7 53.1 63
Total 39.3 88 39.3 24.9 0 77.6
Through 50.1 149 50.1 29.3 0 89.8
Right 1 38.8 178 38.8 35.9 0 92.6
Right 2 32.3 5 32.3 29.2 0 57.8
Total 43.8 332 43.8 33.4 0 92.6
Total 40.6 890 D 40.6 32.9 0 170
Left 2 48.7 45 48.7 8.3 26.1 61.2
Through 4 182 4 8.3 0 51.5
Total 12.9 227 12.8 19.7 0 61.2
Through 9.7 413 9.7 13.5 0 45
Right 2 13.8 18 13.8 16.7 0 42.4
Total 9.9 431 9.9 13.6 0 45
Total 10.9 658 B 10.9 16 0 61.2
28 1548 28 30.8 0 170
Approach Movement Run1
NETWORK TOTAL
Delay
SB
SWB
NWB Av. Boyaca con
Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
LOS Average(s) Standard Deviation(s) Min(s) Max(s)
NEB
All
Av. Boyaca con Gaitan Cortes 1 40.6 40.6 Av. Boyaca con Cra 25 2 10.9 10.9
Intersection Name Intersection Number All
95% Queues per Run 1
4
Left 2 166.2 174.8 166.2 52.1 74.4 64.9
Through 166 174.7 166 0 50 69
Right 2 60.8 71.5 60.8 0 17.6 26.2
Left 1 76.9 101.4 76.9 28.9 30.5 26.3
Right 1 76.9 84.1 76.9 36.6 33.4 24.2
Through 150.8 164.6 150.8 25.5 44.6 50.7
Right 2 94.1 107.9 94.1 0 17.1 29.9
Through 111.9 113 111.9 19.9 38.5 39.7
Right 1 187.4 206.9 187.4 33.1 53.3 57.9
Right 2 0 0 0 0 0 0
Left 2 94 98.2 94 0 22.2 31.1
Through 14.6 32.1 14.6 0 1.5 5.7
Through 69.9 82.4 69.9 0 12.1 22
Right 2 24.2 45.3 24.2 0 3.1 9.5
Max 95% Median Average
Av. Boyaca con Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
Queue Lengths
Standard Deviation
NEB
SB
SWB
NWB
Run 1
4
Left 2 53 0
Through 151 0
Right 2 29 0
Total 233 0
Left 1 200 0
Right 1 37 0
Total 237 0
Through 86 0
Right 2 2 0
Total 88 0
Through 149 0
Right 1 178 0
Right 2 5 0
Total 332 0
Total 890 0
Left 2 45 0
Through 182 0
Total 227 0
Through 413 0
Right 2 18 0
Total 431 0
Total 658 0
1548 0
Movement
NETWORK TOTAL
Volumes
SWB
NWB Av. Boyaca con
Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
Standard Deviation
NEB
SB
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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 6629 114 0 3711 704 1889 2653 598 0 1255 57
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 0.983 0.994
Flt Protected 0.982
Satd. Flow (prot) 0 6187 0 0 6206 1302 0 2810 0 0 1523 0
Flt Permitted 0.574
Satd. Flow (perm) 0 6187 0 0 6206 1302 0 1643 0 0 1523 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 4 384 10
Link Speed (k/h) 80 80 58 58
Link Distance (m) 466.3 366.3 215.3 746.8
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 7205 124 0 4034 765 2053 2884 650 0 1364 62
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 7329 0 0 4034 765 0 5587 0 0 1426 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%
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
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
v/c Ratio 2.96 1.63 1.02 11.71 3.03
Control Delay 899.6 311.1 56.4 4829.9 938.8
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 899.6 311.1 56.4 4829.9 938.8
Lanes, Volumes, Timings
3:
7/08/2016Capacidad 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
LOS F F E F F
Approach Delay 899.6 270.5 4829.9 938.8
Approach LOS F F F F
Queue Length 50th (m) ~772.5 ~355.6 ~139.5 ~1474.4 ~614.4
Queue Length 95th (m) m#187.0 #369.8 #217.2 #1487.3 #698.5
Internal Link Dist (m) 442.3 342.3 191.3 722.8
Turn Bay Length (m) 150.0
Base Capacity (vph) 2477 2482 751 477 470
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 2.96 1.63 1.02 11.71 3.03
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: 80
Control Type: Pretimed Maximum v/c Ratio: 11.71
Intersection Signal Delay: 1892.0 Intersection LOS: F
Intersection Capacity Utilization 307.7% 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:
Lanes, Volumes, Timings
6:
7/08/2016Capacidad 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 6743 251 787 3522
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) 289.6 241.9 466.3
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 7329 273 855 3828
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 7602 0 855 3828
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%
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
Act Effct Green (s) 65.0 45.0 120.0
Actuated g/C Ratio 0.54 0.38 1.00
v/c Ratio 2.67 1.57 0.62
Control Delay 771.3 286.6 8.0
Queue Delay 0.0 0.0 0.0
Total Delay 771.3 286.6 8.0
Lanes, Volumes, Timings
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7/08/2016Capacidad y nivel de servicio 22/05/2016 Baseline Synchro 8 Report
Page 4
Lane Group WBL WBR NBT NBR SBL SBT
LOS F F A
Approach Delay 771.3 58.8
Approach LOS F E
Queue Length 50th (m) ~938.3 ~310.1 84.4
Queue Length 95th (m) #930.2 m123.4 m0.0
Internal Link Dist (m) 265.6 217.9 442.3
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 2.67 1.57 0.62
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: 2.67
Intersection Signal Delay: 499.7 Intersection LOS: F
Intersection Capacity Utilization 153.8% 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: 6:
07/26/2016 0:03:03
VISSIM 5.30-08 1 4
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 Information Input 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 Information
Project Comment:
Run 1(1)
Car (10) 1253 38.57 573.19 29.87 14.86 85.81 2 53.08
HGV (20) 59 1.7 24.03 1.01 14.16 61.7 1 41.58
Bus (30) 86 2.86 35.42 1.86 12.37 77.71 2 52.92
Tram (40) 0 0 0 0 0 0 0 0
Pedestrian (50) 0 0 0 0 0 0 0 0
Bike (60) 0 0 0 0 0 0 0 0
Total 1398 43.13 632.64 32.73 14.67 84.29 2 52.58
Network Performance
Delay(s) Volume
Left 2 82.7 55 82.7 40.2 25.6 159.6
Through 35 156 35 23.5 0 112.1
Right 2 15.5 30 15.5 15 1.4 54.2
Total 43.5 241 43.5 35.3 0 159.6
Left 1 70.2 241 70.2 50 0 257
Right 1 93.5 46 93.5 58.9 0.1 242.7
Total 73.9 287 73.9 52.1 0 257
Through 60.8 95 60.8 25.9 0.2 81.7
Right 2 40.8 2 40.8 48.7 6.3 75.2
Total 60.4 97 60.4 26.3 0.2 81.7
Through 77.4 184 77.4 27.7 0 158
Right 1 86.8 175 86.8 44.2 0 163.4
Right 2 71.5 7 71.5 33 0 99.8
Total 81.8 366 81.8 36.8 0 163.4
Total 68.1 991 E 68.1 43.4 0 257
Left 2 53.6 53 53.6 10.2 31.9 75.5
Through 6.9 215 6.9 12.1 0 45.4
Total 16.1 268 16.2 22 0 75.5
Through 19.3 558 19.3 21.8 0 86.1
Right 2 13.3 32 13.3 18.1 0 57.4
Total 19 590 18.9 21.7 0 86.1
Total 18.1 858 B 18.1 21.8 0 86.1
44.9 1849 44.9 43.1 0 257
Approach Movement Run1
NETWORK TOTAL
Delay
SB
SWB
NWB Av. Boyaca con
Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
LOS Average(s) Standard Deviation(s) Min(s) Max(s)
NEB
All
Av. Boyaca con Gaitan Cortes 1 68.1 68.1 Av. Boyaca con Cra 25 2 18.1 18.1
Intersection Name Intersection Number All
95% Queues per Run 1
4
Left 2 165.4 175.5 165.4 64.2 75.2 62.4
Through 165.2 175.3 165.2 5.5 57.1 70.6
Right 2 60 70.1 60 0 17.5 25.2
Left 1 157.4 163.7 157.4 110.5 86.7 65.7
Right 1 158 163.7 158 120.7 91.6 65.7
Through 162.6 166.3 162.6 72.7 79.1 73.3
Right 2 105.8 109.6 105.8 15.9 46.6 48.9
Through 356.4 439.9 356.4 114.7 135.4 127.9
Right 1 439.6 446.7 439.6 238.7 217.9 164.1
Right 2 206.9 290.4 206.9 0 48.2 76.9
Left 2 108 145.8 108 12.2 28.1 37.4
Through 24 81.1 24 0 3 12.2
Through 52.7 58.8 52.7 5.7 20.6 22.2
Right 2 15.9 21.7 15.9 0 4.7 6.7
Max 95% Median Average
Av. Boyaca con Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
Queue Lengths
Standard Deviation
NEB
SB
SWB
NWB
Run 1
4
Left 2 55 0
Through 156 0
Right 2 30 0
Total 241 0
Left 1 241 0
Right 1 46 0
Total 287 0
Through 95 0
Right 2 2 0
Total 97 0
Through 184 0
Right 1 175 0
Right 2 7 0
Total 366 0
Total 991 0
Left 2 53 0
Through 215 0
Total 268 0
Through 558 0
Right 2 32 0
Total 590 0
Total 858 0
1849 0
Movement
NETWORK TOTAL
Volumes
SWB
NWB Av. Boyaca con
Gaitan Cortes
SEB
NWB Av. Boyaca con
Cra 25
Standard Deviation
NEB
SB
