Estudio de tránsito y diseño geométrico para la implementación de la Intersección vial a desnivel tipo trébol sobre la Av Boyacá con Av Jorge Gaitán Cortés localizada en la ciudad de Bogotá DC
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(2) Reporte con proyecto - 2018 escenario equivalente - synchro.
(3) Lanes, Volumes, Timings 2:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. NBL. NBT. NBR. SBL. SBT. SBR. NWL. NWR. NEL. NER. 0 1900 3.6 1.00. 4680 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 2093 1900 3.6 0.81 0.976. 397 1900 3.6 0.81. 0 1900 4.8 1.00. 32 1900 4.8 1.00 0.865. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 7469. 0. 0. 6474. 0. 0. 1473. 0. 0. 0. 7469 80 180.7 8.1 0.92 5087. 0. 0. 0. 0 40 69.7 6.3 0.92 0. 0. 0.92 0. 0 40 84.2 7.6 0.92 0. 1473. 0.92 0. 6474 80 86.2 3.9 0.92 2275. 0.92 0. 0.92 432. 0.92 35. 0.92 0. 0 No Left. 5087 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 2707 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 35 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Yield. 0.95 15. 0.95 25 Free. 0.95 15. Free. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 55.2% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. ICU Level of Service B. Synchro 8 Report Page 1. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(4) Lanes, Volumes, Timings 6:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. WBL. WBR. SBL. SBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 121 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 1575 1900 3.6 0.95. 1064 1900 3.6 1.00 0.850. 0 1900 3.6 1.00. 857 1900 3.6 0.95. 0 1900 3.6 1.00. 0. 0. 0. 1473. 0. 3112. 1392. 0. 3112. 0. 0 40 93.8 8.4 0.92 0. 0. 0 40 101.8 9.2 0.92 0. 1473. 0. 1392. 0. 0.92 0. 0.92 1157. 0.92 0. 3112 60 130.5 7.8 0.92 932. 0. 0.92 132. 3112 60 64.0 3.8 0.92 1712. 0.92 0. 0.92 0. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 132 No Right. 0 No Left. 1712 No Left 2.0 0.0 4.8. 1157 No Right. 0 No Left. 932 No Left 2.0 0.0 4.8. 0 No Right. 0.95 25 Free. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 69.2% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service C. Synchro 8 Report Page 2. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(5) Lanes, Volumes, Timings 10:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBT. NBR. SBL. SBT. SBR. SWL. SWR. 0 1900 4.8 1.00. 149 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 4680 1900 3.6 0.76 0.996. 121 1900 3.6 0.76. 0 1900 3.6 1.00. 2093 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 1473. 0. 7439. 0. 0. 7469. 0. 0. 0. 0 40 107.5 9.7 0.92 0. 1473. 0. 0. 0. 0.92 132. 0.92 0. 0 40 97.7 8.8 0.92 0. 0. 0.92 0. 7469 80 180.7 8.1 0.92 2275. 0. 0.92 162. 7439 80 72.9 3.3 0.92 5087. 0 No Left 0.0 0.0 4.8. 162 No Right. 0 No Left. 5219 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 2275 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Yield. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 55.2% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. 0.92 0. 0.92 0. ICU Level of Service B. Synchro 8 Report Page 3. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(6) Lanes, Volumes, Timings 11:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. WBL. WBR. NBL. NBT. NBR. SBL. SBT. SBR. NEL. NER. 0 1900 4.8 1.00. 1064 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 3737 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 2163 1900 3.6 0.76 0.995. 79 1900 3.6 0.76. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 1473. 0. 7469. 0. 0. 7432. 0. 0. 0. 0 40 101.5 9.1 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 0. 0 40 77.8 7.0 0.92 0. 0. 0.92 0. 7432 80 72.9 3.3 0.92 2351. 0. 0.92 1157. 7469 80 156.9 7.1 0.92 4062. 0 No Left 0.0 0.0 4.8. 1157 No Right. 0 No Left. 4062 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 2437 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Stop. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 108.7% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. 0.92 86. 0.92 0. ICU Level of Service G. Synchro 8 Report Page 4. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(7) Lanes, Volumes, Timings 14:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. WBL. WBR. SBL. SBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 397 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 2560 1900 3.6 0.95 0.983. 337 1900 3.6 0.95. 0 1900 3.6 1.00. 829 1900 3.6 0.95. 0 1900 3.6 1.00. 0. 0. 0. 1473. 0. 3059. 0. 0. 3112. 0. 0 40 58.2 5.2 0.92 0. 0. 0 60 82.7 5.0 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 366. 0.92 0. 3112 60 122.0 7.3 0.92 901. 0. 0.92 432. 3059 60 69.3 4.2 0.92 2783. 0.92 0. 0.92 0. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 432 No Right. 0 No Left. 3149 No Left 2.0 0.0 4.8. 0 No Right. 0 No Left. 901 No Left 2.0 0.0 4.8. 0 No Right. 0.95 25 Stop. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 84.8% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service E. Synchro 8 Report Page 5. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(8) Lanes, Volumes, Timings 15:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 79 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 2560 1900 3.6 0.95. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 829 1900 3.6 0.95. 149 1900 4.8 1.00 0.850. 0. 0. 0. 1473. 0. 3112. 0. 0. 3112. 1448. 0 40 100.1 9.0 0.92 0. 0. 0 40 112.5 10.1 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 0. 0.92 0. 3112 60 65.1 3.9 0.92 901. 1448. 0.92 86. 3112 60 122.0 7.3 0.92 2783. 0.92 0. 0.92 162. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 86 No Right. 0 No Left. 2783 No Left 2.0 0.0 4.8. 0 No Right. 0 No Left. 901 No Left 2.0 0.0 4.8. 162 No Right. 0.95 25 Stop. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 84.8% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service E. Synchro 8 Report Page 6. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(9) Lanes, Volumes, Timings 22:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBT. NBR. SBL. SBT. SBR. SWL. SWR. 0 1900 4.8 1.00. 337 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 3737 1900 3.6 0.81 0.997. 64 1900 3.6 0.81. 0 1900 3.6 1.00. 2163 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 1473. 0. 6614. 0. 0. 7469. 0. 0. 0. 0 40 89.3 8.0 0.92 0. 1473. 0. 0. 0. 0.92 70. 0.92 0. 0 40 114.2 10.3 0.92 0. 0. 0.92 0. 7469 80 156.9 7.1 0.92 2351. 0. 0.92 366. 6614 80 65.8 3.0 0.92 4062. 0 No Left 0.0 0.0 4.8. 366 No Right. 0 No Left. 4132 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 2351 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Stop. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 108.7% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. 0.92 0. 0.92 0. ICU Level of Service G. Synchro 8 Report Page 7. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(10) Lanes, Volumes, Timings 23:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 64 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 1575 1900 3.6 0.95. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 857 1900 3.6 0.95 0.995. 32 1900 3.6 0.95. 0. 0. 0. 1473. 0. 3112. 0. 0. 3097. 0. 0 40 56.5 5.1 0.92 0. 0. 0 40 84.0 7.6 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 0. 0.92 0. 3097 60 54.2 3.3 0.92 932. 0. 0.92 70. 3112 60 130.5 7.8 0.92 1712. 0.92 0. 0.92 35. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 70 No Right. 0 No Left. 1712 No Left 2.0 0.0 4.8. 0 No Right. 0 No Left. 967 No Left 2.0 0.0 4.8. 0 No Right. 0.95 25 Stop. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 69.2% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service C. Synchro 8 Report Page 8. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(11) Lanes, Volumes, Timings 29:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay. 7/08/2016. WBL. WBR. NBT. NBR. SBL. SBT. 0 1900 0.0 0 7.5 1.00. 0 1900 0.0 0. 3801 1900. 142 1900 0.0 0. 2500 1900. 1.00. 0.81 0.995. 0.81. 0 1900 60.0 1 7.5 1.00. 0. 0. 6600. 0. 1638. 6634. 0. 0 No. 6600. 0 No. 1638. 6634. 0.92 154. 0.92 0. 80 195.9 8.8 0.92 2717. 0 No Left. 60 102.4 6.1 0.92 0. 0.92 0. 80 178.7 8.0 0.92 4132. 0 No Left 0.0 0.0 4.8. 0 No Right. 4286 No Left 11.0 0.0 4.8. 0 No Right. 1.00 25. 1.00 15. 1.00. 1.00 15. NA 2. 0.0 0.0%. 0.0 4.0. 21.0 0.0 75.0 0.0% 62.5% 3.0 2.0 0.0 0.0 4.0 5.0 Lag Yes 70.0 0.58 1.11 80.9 0.0 80.9 F 80.9. Capacidad y nivel de servicio 22/05/2016 Baseline. 0.81. 2717 No Left 11.0 0.0 4.8. 1.00 1.00 25 pm+pt NA 1 6 6 9.0 21.0 0.0 45.0 120.0 0.0% 37.5% 100.0% 3.0 3.0 2.0 2.0 0.0 0.0 0.0 4.0 5.0 5.0 Lead Yes 120.0 1.00 0.41 0.2 0.0 0.2 A 0.2 Synchro 8 Report Page 9. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(12) Lanes, Volumes, Timings 29:. Lane Group Approach LOS Queue Length 50th (m) Queue Length 95th (m) Internal Link Dist (m) Turn Bay Length (m) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio. WBL. 78.4. 7/08/2016. WBR. NBT F ~300.6 #313.6 154.7 3850 0 0 0 1.11. NBR. SBL. SBT A 0.0 0.0 171.9 6634 0 0 0 0.41. Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 1.11 Intersection Signal Delay: 49.6 Intersection LOS: D Intersection Capacity Utilization 50.1% ICU Level of Service A 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:. 29:. Capacidad y nivel de servicio 22/05/2016 Baseline. Synchro 8 Report Page 10. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(13) Reporte con proyecto - 2018 escenario equivalente - vissim.
(14) Summary Page. Project Summary Information. Project Comment:. Analysis Date:. 07/25/2016. Analysis Time:. 18:36:08. VISSIM Analysis Database Information. Input File Name:. c:\users\manuel\desktop\modelacion transito\2018\con proyecto\2018_vissim\2018_modelo_v01.inp. VISSIM Version:. VISSIM 5.30-08. Number of Runs:. 1. Random Seeds:. 42. Network Performance 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. Measure of Effectiveness : DELAY. Measure of Effectiveness : DELAY BY MOVEMENT GROUP AND VEHICLE GROUP Nodes Selected:. Movement Groups Selected:. Vehicle Groups Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL. ALL. Measure of Effectiveness : TRAVEL TIMES Sections Selected:. Vehicle Types Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL. Measure of Effectiveness : TRAVEL TIME DELAY Sections Selected:. Vehicle Types Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL. Measure of Effectiveness : QUEUE LENGTHS Nodes Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. Measure of Effectiveness : VOLUMES Nodes Selected:. Vehicle Types Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL.
(15) Vehicle Class Run 1(1) Car (10) HGV (20) Bus (30) Tram (40) Pedestrian (50) Bike (60) Total. Number of Vehicles 1168 60 105 0 0 0 1333. Travel Time(h) 17.89 1.26 2.1 0 0 0 21.24. Total. Distance(km) 895.44 42.78 71.36 0 0 0 1009.58. Network Performance Delay(h) 3.8 0.12 0.17 0 0 0 4.09. Avg Speed(km/h) 50.06 34.01 34.01 0 0 0 47.53. Avg Delay (s) 11.73 7.05 5.87 0 0 0 11.05. Per Vehicle. Avg Number of Stops. Avg Stop Delay (s) 0 0 0 0 0 0 0. 3.98 3.41 2.64 0 0 0 3.85.
(16) Intersection Approach. NEB. SB Av. Boyaca con Gaitán Cortes. SWB. NWB Total Av. Boyacá con Cra 25. SEB NWB Total. NETWORK TOTAL. Movement U-turn Marker Left 1 Through Right 2 Total U-turn Marker Left 3 Left 1 Right 1 Total Left 2 Through Right 3 Total U-turn Marker Left 2 Right 1 Right 2 Total Left 2 Through Total Through Right 2 Total. Run 1. Delay(s) 9.5 9.4 7.5 25.9 10.1 0.1 1.4 0.6 5.5 1.2 4.3 1.4 0.7 1.8 8.9 3.6 3.3 6.7 3.4 4.5 32.8 0.3 5.2 12.3 17.2 12.4 9.5 6.5. Delay Volume. 1 61 223 39 324 2 6 256 37 301 16 90 4 110 5 36 378 6 425 1160 46 258 304 433 11 444 748 1908. LOS. A. A. Average(s) Standard Deviation(s) 9.5 0 9.4 5 7.5 7.7 25.9 17.4 10.1 10.8 0.1 0.1 1.4 1.5 0.6 1.4 5.5 5.5 1.2 2.8 4.3 4.8 1.4 2.3 0.7 1.1 1.8 2.9 8.9 9.4 3.6 8.5 3.3 6.7 6.7 6.7 3.4 6.9 4.6 8.1 32.8 26.6 0.3 0.9 5.2 15.6 12.3 14.9 17.2 17.5 12.5 14.9 9.5 15.6 6.5. 11.9. Min(s). 9.5 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. Max(s) 9.5 27.6 38 57.4 57.4 0.1 3 12.3 19.3 19.3 14.7 10.7 2.3 14.7 21.3 33 29.2 18.4 33 57.4 85.1 6.1 85.1 46.8 44.5 46.8 85.1. 0. 85.1.
(17) Movement Group Delay Intersection Name Av. Boyaca con Gaitán Cortes Av. Boyacá con Cra 25. Intersection Number 1 2. All All 4.6 4.6 9.5 9.5.
(18) Queue Lengths 95% Queues per Run 1 Intersection Approach Movement 42 U-turn Marker 52.3 Left 1 52.3 NEB Through 52.3 Right 2 52.3 U-turn Marker 0 Left 3 0 SB Left 1 0 Av. Boyaca con Right 1 0 Gaitán Cortes U-turn Marker 0 Left 2 0 SWB Through 0 Right 3 0 U-turn Marker 0 Left 2 0 NWB Right 1 0 Right 2 0 Left 2 65.1 SEB Av. Boyacá con Through 0 Cra 25 Through 81.4 NWB Right 2 0. Max. 89.9 89.9 89.9 89.9 0 0 0 0 0 0 0 0 0 0 0 0 85.1 0 115.8 12.4. 95%. 52.3 52.3 52.3 52.3 0 0 0 0 0 0 0 0 0 0 0 0 65.1 0 81.4 0. Median. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. Average Standard Deviation 5.5 5.5 5.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 14.4 0 15.4 0.1. 15.7 15.7 15.7 15.7 0 0 0 0 0 0 0 0 0 0 0 0 21.9 0 28 1.1.
(19) Volumes Intersection Approach. NEB. SB Av. Boyaca con Gaitán Cortes SWB. NWB Total SEB. Av. Boyacá con Cra 25. NWB Total. NETWORK TOTAL. Movement U-turn Marker Left 1 Through Right 2 Total U-turn Marker Left 3 Left 1 Right 1 Total Left 2 Through Right 3 Total U-turn Marker Left 2 Right 1 Right 2 Total Left 2 Through Total Through Right 2 Total. Run 1 42. Standard Deviation 1 61 223 39 324. 0 0 0 0 0. 2 6 256 37 301 16 90 4 110. 0 0 0 0 0 0 0 0 0. 5 36 378 6 425 1160 46 258 304 433 11 444 748. 0 0 0 0 0 0 0 0 0 0 0 0 0. 1908. 0.
(20) Reporte con proyecto - 2038 escenario equivalente - synchro.
(21) Lanes, Volumes, Timings 2:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. NBL. NBT. NBR. SBL. SBT. SBR. NWL. NWR. NEL. NER. 0 1900 3.6 1.00. 8304 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 3711 1900 3.6 0.81 0.976. 704 1900 3.6 0.81. 0 1900 4.8 1.00. 57 1900 4.8 1.00 0.865. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 7469. 0. 0. 6474. 0. 0. 1473. 0. 0. 0. 7469 80 180.7 8.1 0.92 9026. 0. 0. 0. 0 40 69.7 6.3 0.92 0. 0. 0.92 0. 0 40 84.2 7.6 0.92 0. 1473. 0.92 0. 6474 80 86.2 3.9 0.92 4034. 0.92 0. 0.92 765. 0.92 62. 0.92 0. 0 No Left. 9026 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 4799 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 62 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Yield. 0.95 15. 0.95 25 Free. 0.95 15. Free. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 90.4% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. ICU Level of Service E. Synchro 8 Report Page 1. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(22) Lanes, Volumes, Timings 6:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. WBL. WBR. SBL. SBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 214 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 2793 1900 3.6 0.95. 1889 1900 3.6 1.00 0.850. 0 1900 3.6 1.00. 1520 1900 3.6 0.95. 0 1900 3.6 1.00. 0. 0. 0. 1473. 0. 3112. 1392. 0. 3112. 0. 0 40 93.8 8.4 0.92 0. 0. 0 40 101.8 9.2 0.92 0. 1473. 0. 1392. 0. 0.92 0. 0.92 2053. 0.92 0. 3112 60 130.5 7.8 0.92 1652. 0. 0.92 233. 3112 60 64.0 3.8 0.92 3036. 0.92 0. 0.92 0. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 233 No Right. 0 No Left. 3036 No Left 2.0 0.0 4.8. 2053 No Right. 0 No Left. 1652 No Left 2.0 0.0 4.8. 0 No Right. 0.95 25 Free. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 120.3% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service H. Synchro 8 Report Page 2. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(23) Lanes, Volumes, Timings 10:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBT. NBR. SBL. SBT. SBR. SWL. SWR. 0 1900 4.8 1.00. 265 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 8304 1900 3.6 0.76 0.996. 214 1900 3.6 0.76. 0 1900 3.6 1.00. 3711 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 1473. 0. 7439. 0. 0. 7469. 0. 0. 0. 0 40 107.5 9.7 0.92 0. 1473. 0. 0. 0. 0.92 233. 0.92 0. 0 40 97.7 8.8 0.92 0. 0. 0.92 0. 7469 80 180.7 8.1 0.92 4034. 0. 0.92 288. 7439 80 72.9 3.3 0.92 9026. 0 No Left 0.0 0.0 4.8. 288 No Right. 0 No Left. 9259 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 4034 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Yield. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 90.4% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. 0.92 0. 0.92 0. ICU Level of Service E. Synchro 8 Report Page 3. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(24) Lanes, Volumes, Timings 11:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. WBL. WBR. NBL. NBT. NBR. SBL. SBT. SBR. NEL. NER. 0 1900 4.8 1.00. 1889 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 6629 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 3836 1900 3.6 0.76 0.995. 140 1900 3.6 0.76. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 1473. 0. 7469. 0. 0. 7432. 0. 0. 0. 0 40 101.5 9.1 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 0. 0 40 77.8 7.0 0.92 0. 0. 0.92 0. 7432 80 72.9 3.3 0.92 4170. 0. 0.92 2053. 7469 80 156.9 7.1 0.92 7205. 0 No Left 0.0 0.0 4.8. 2053 No Right. 0 No Left. 7205 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 4322 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Stop. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 187.7% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. 0.92 152. 0.92 0. ICU Level of Service H. Synchro 8 Report Page 4. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(25) Lanes, Volumes, Timings 14:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. WBL. WBR. SBL. SBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 704 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 4542 1900 3.6 0.95 0.983. 598 1900 3.6 0.95. 0 1900 3.6 1.00. 1469 1900 3.6 0.95. 0 1900 3.6 1.00. 0. 0. 0. 1473. 0. 3059. 0. 0. 3112. 0. 0 40 58.2 5.2 0.92 0. 0. 0 60 88.3 5.3 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 650. 0.92 0. 3112 60 122.0 7.3 0.92 1597. 0. 0.92 765. 3059 60 69.3 4.2 0.92 4937. 0.92 0. 0.92 0. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 765 No Right. 0 No Left. 5587 No Left 2.0 0.0 4.8. 0 No Right. 0 No Left. 1597 No Left 2.0 0.0 4.8. 0 No Right. 0.95 25 Stop. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 147.9% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service H. Synchro 8 Report Page 5. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(26) Lanes, Volumes, Timings 15:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 140 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 4542 1900 3.6 0.95. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 1469 1900 3.6 0.95. 265 1900 4.8 1.00 0.850. 0. 0. 0. 1473. 0. 3112. 0. 0. 3112. 1448. 0 40 100.1 9.0 0.92 0. 0. 0 40 114.4 10.3 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 0. 0.92 0. 3112 60 65.1 3.9 0.92 1597. 1448. 0.92 152. 3112 60 122.0 7.3 0.92 4937. 0.92 0. 0.92 288. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 152 No Right. 0 No Left. 4937 No Left 2.0 0.0 4.8. 0 No Right. 0 No Left. 1597 No Left 2.0 0.0 4.8. 288 No Right. 0.95 25 Stop. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 147.9% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service H. Synchro 8 Report Page 6. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(27) Lanes, Volumes, Timings 22:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBT. NBR. SBL. SBT. SBR. SWL. SWR. 0 1900 4.8 1.00. 598 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 6629 1900 3.6 0.81 0.997. 114 1900 3.6 0.81. 0 1900 3.6 1.00. 3836 1900 3.6 0.76. 0 1900 3.6 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0. 1473. 0. 6614. 0. 0. 7469. 0. 0. 0. 0 40 89.3 8.0 0.92 0. 1473. 0. 0. 0. 0.92 124. 0.92 0. 0 40 114.2 10.3 0.92 0. 0. 0.92 0. 7469 80 156.9 7.1 0.92 4170. 0. 0.92 650. 6614 80 78.8 3.5 0.92 7205. 0 No Left 0.0 0.0 4.8. 650 No Right. 0 No Left. 7329 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left. 4170 No Left 11.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 0 No Right. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. 0.95 25 Stop. 0.95 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 187.7% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. 0.92 0. 0.92 0. ICU Level of Service H. Synchro 8 Report Page 7. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(28) Lanes, Volumes, Timings 23:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control. 7/08/2016. EBL. EBR. NBL. NBR. NEL. NET. NER. SWL. SWT. SWR. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 0 1900 4.8 1.00. 114 1900 4.8 1.00 0.865. 0 1900 3.6 1.00. 2793 1900 3.6 0.95. 0 1900 3.6 1.00. 0 1900 3.6 1.00. 1520 1900 3.6 0.95 0.995. 57 1900 3.6 0.95. 0. 0. 0. 1473. 0. 3112. 0. 0. 3097. 0. 0 40 56.5 5.1 0.92 0. 0. 0 40 84.0 7.6 0.92 0. 1473. 0. 0. 0. 0.92 0. 0.92 0. 0.92 0. 3097 60 54.2 3.3 0.92 1652. 0. 0.92 124. 3112 60 130.5 7.8 0.92 3036. 0.92 0. 0.92 62. 0 No Left 0.0 0.0 4.8. 0 No Right. 0 No Left 0.0 0.0 4.8. 124 No Right. 0 No Left. 3036 No Left 2.0 0.0 4.8. 0 No Right. 0 No Left. 1714 No Left 2.0 0.0 4.8. 0 No Right. 0.95 25 Stop. 0.95 15. 0.95 25 Yield. 0.95 15. 1.00 25. 1.00. 1.00 15. 1.00 25. 1.00. 1.00 15. Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 120.3% Analysis Period (min) 15. Capacidad y nivel de servicio 22/05/2016 Baseline. Free. Free. ICU Level of Service H. Synchro 8 Report Page 8. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(29) Lanes, Volumes, Timings 29:. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay. 7/08/2016. WBL. WBR. NBT. NBR. SBL. SBT. 0 1900 0.0 0 7.5 1.00. 0 1900 0.0 0. 6743 1900. 251 1900 0.0 0. 4434 1900. 1.00. 0.81 0.995. 0.81. 0 1900 60.0 1 7.5 1.00. 0. 0. 6600. 0. 1638. 6634. 0. 0 No. 6600. 0 No. 1638. 6634. 0.92 273. 0.92 0. 80 182.8 8.2 0.92 4820. 0 No Left. 60 102.4 6.1 0.92 0. 0.92 0. 80 178.7 8.0 0.92 7329. 0 No Left 0.0 0.0 4.8. 0 No Right. 7602 No Left 11.0 0.0 4.8. 0 No Right. 1.00 25. 1.00 15. 1.00. 1.00 15. NA 2. 0.0 0.0%. 0.0 4.0. 21.0 0.0 75.0 0.0% 62.5% 70.0 3.0 2.0 0.0 0.0 4.0 5.0 Lag Yes 5.0 11.0 0 70.0 0.58 1.97 460.9. Capacidad y nivel de servicio 22/05/2016 Baseline. 0.81. 4820 No Left 11.0 0.0 4.8. 1.00 1.00 25 pm+pt NA 1 6 6 9.0 21.0 0.0 45.0 120.0 0.0% 37.5% 100.0% 40.0 115.0 3.0 3.0 2.0 2.0 0.0 0.0 0.0 4.0 5.0 5.0 Lead Yes 5.0 11.0 0 120.0 1.00 0.73 0.7 Synchro 8 Report Page 9. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(30) Lanes, Volumes, Timings 29:. Lane Group Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (m) Queue Length 95th (m) Internal Link Dist (m) Turn Bay Length (m) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio. WBL. 78.4. 7/08/2016. WBR. NBT 0.0 460.9 F 460.9 F ~722.9 #716.2 154.7 3850 0 0 0 1.97. NBR. SBL. SBT 0.0 0.7 A 0.7 A 0.0 0.0 158.8 6634 0 0 0 0.73. Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 150 Control Type: Pretimed Maximum v/c Ratio: 1.97 Intersection Signal Delay: 282.3 Intersection LOS: F Intersection Capacity Utilization 85.7% 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. Splits and Phases:. 29:. Capacidad y nivel de servicio 22/05/2016 Baseline. Synchro 8 Report Page 10. You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com).
(31) Reporte con proyecto - 2038 escenario equivalente - vissim.
(32) Summary Page. Project Summary Information. Project Comment:. Analysis Date:. 07/25/2016. Analysis Time:. 18:36:08. VISSIM Analysis Database Information. Input File Name:. c:\users\manuel\desktop\modelacion transito\2018\con proyecto\2018_vissim\2018_modelo_v01.inp. VISSIM Version:. VISSIM 5.30-08. Number of Runs:. 1. Random Seeds:. 42. Network Performance 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. Measure of Effectiveness : DELAY. Measure of Effectiveness : DELAY BY MOVEMENT GROUP AND VEHICLE GROUP Nodes Selected:. Movement Groups Selected:. Vehicle Groups Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL. ALL. Measure of Effectiveness : TRAVEL TIMES Sections Selected:. Vehicle Types Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL. Measure of Effectiveness : TRAVEL TIME DELAY Sections Selected:. Vehicle Types Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL. Measure of Effectiveness : QUEUE LENGTHS Nodes Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. Measure of Effectiveness : VOLUMES Nodes Selected:. Vehicle Types Selected:. Random Seeds Selected:. Time Selected:. ALL. ALL. ALL. ALL.
(33) Vehicle Class Run 1(1) Car (10) HGV (20) Bus (30) Tram (40) Pedestrian (50) Bike (60) Total. Number of Vehicles 1168 60 105 0 0 0 1333. Travel Time(h) 17.89 1.26 2.1 0 0 0 21.24. Total. Distance(km) 895.44 42.78 71.36 0 0 0 1009.58. Network Performance Delay(h) 3.8 0.12 0.17 0 0 0 4.09. Avg Speed(km/h) 50.06 34.01 34.01 0 0 0 47.53. Avg Delay (s) 11.73 7.05 5.87 0 0 0 11.05. Per Vehicle. Avg Number of Stops. Avg Stop Delay (s) 0 0 0 0 0 0 0. 3.98 3.41 2.64 0 0 0 3.85.
(34) Intersection Approach. NEB. SB Av. Boyaca con Gaitán Cortes. SWB. NWB Total Av. Boyacá con Cra 25. SEB NWB Total. NETWORK TOTAL. Movement U-turn Marker Left 1 Through Right 2 Total U-turn Marker Left 3 Left 1 Right 1 Total Left 2 Through Right 3 Total U-turn Marker Left 2 Right 1 Right 2 Total Left 2 Through Total Through Right 2 Total. Run 1. Delay(s) 9.5 9.4 7.5 25.9 10.1 0.1 1.4 0.6 5.5 1.2 4.3 1.4 0.7 1.8 8.9 3.6 3.3 6.7 3.4 4.5 32.8 0.3 5.2 12.3 17.2 12.4 9.5 6.5. Delay Volume. 1 61 223 39 324 2 6 256 37 301 16 90 4 110 5 36 378 6 425 1160 46 258 304 433 11 444 748 1908. LOS. A. A. Average(s) Standard Deviation(s) 9.5 0 9.4 5 7.5 7.7 25.9 17.4 10.1 10.8 0.1 0.1 1.4 1.5 0.6 1.4 5.5 5.5 1.2 2.8 4.3 4.8 1.4 2.3 0.7 1.1 1.8 2.9 8.9 9.4 3.6 8.5 3.3 6.7 6.7 6.7 3.4 6.9 4.6 8.1 32.8 26.6 0.3 0.9 5.2 15.6 12.3 14.9 17.2 17.5 12.5 14.9 9.5 15.6 6.5. 11.9. Min(s). 9.5 0.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. Max(s) 9.5 27.6 38 57.4 57.4 0.1 3 12.3 19.3 19.3 14.7 10.7 2.3 14.7 21.3 33 29.2 18.4 33 57.4 85.1 6.1 85.1 46.8 44.5 46.8 85.1. 0. 85.1.
(35) Movement Group Delay Intersection Name Av. Boyaca con Gaitán Cortes Av. Boyacá con Cra 25. Intersection Number 1 2. All All 4.6 4.6 9.5 9.5.
(36) Queue Lengths 95% Queues per Run 1 Intersection Approach Movement 42 U-turn Marker 52.3 Left 1 52.3 NEB Through 52.3 Right 2 52.3 U-turn Marker 0 Left 3 0 SB Left 1 0 Av. Boyaca con Right 1 0 Gaitán Cortes U-turn Marker 0 Left 2 0 SWB Through 0 Right 3 0 U-turn Marker 0 Left 2 0 NWB Right 1 0 Right 2 0 Left 2 65.1 SEB Av. Boyacá con Through 0 Cra 25 Through 81.4 NWB Right 2 0. Max. 89.9 89.9 89.9 89.9 0 0 0 0 0 0 0 0 0 0 0 0 85.1 0 115.8 12.4. 95%. 52.3 52.3 52.3 52.3 0 0 0 0 0 0 0 0 0 0 0 0 65.1 0 81.4 0. Median. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. Average Standard Deviation 5.5 5.5 5.5 5.5 0 0 0 0 0 0 0 0 0 0 0 0 14.4 0 15.4 0.1. 15.7 15.7 15.7 15.7 0 0 0 0 0 0 0 0 0 0 0 0 21.9 0 28 1.1.
(37) Volumes Intersection Approach. NEB. SB Av. Boyaca con Gaitán Cortes SWB. NWB Total SEB. Av. Boyacá con Cra 25. NWB Total. NETWORK TOTAL. Movement U-turn Marker Left 1 Through Right 2 Total U-turn Marker Left 3 Left 1 Right 1 Total Left 2 Through Right 3 Total U-turn Marker Left 2 Right 1 Right 2 Total Left 2 Through Total Through Right 2 Total. Run 1 42. Standard Deviation 1 61 223 39 324. 0 0 0 0 0. 2 6 256 37 301 16 90 4 110. 0 0 0 0 0 0 0 0 0. 5 36 378 6 425 1160 46 258 304 433 11 444 748. 0 0 0 0 0 0 0 0 0 0 0 0 0. 1908. 0.
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Lane 1: nuclear matrices (IP); lane 2: supernatant (IP); lane 3: muscle homogenate (positive control); lane 4: whole nuclei; lane 5: negative control incubating nuclear matrices
They include, but are not limited to, recommended AADT range and speed limit, passing lane length, design of transition areas, cross section, intersection and access design,
que hasta que llegue el tiempo en que su regia planta ; | pise el hispano suelo... que hasta que el
Para ello, trabajaremos con una colección de cartas redactadas desde allí, impresa en Évora en 1598 y otros documentos jesuitas: el Sumario de las cosas de Japón (1583),
Entre nosotros anda un escritor de cosas de filología, paisano de Costa, que no deja de tener ingenio y garbo; pero cuyas obras tienen de todo menos de ciencia, y aun
Tejidos de origen humano o sus derivados que sean inviables o hayan sido transformados en inviables con una función accesoria.. Células de origen humano o sus derivados que
