Signal Optimization using PTV Vistro for a Major BRTS Corridor in Pimpri Chinchwad, Maharashtra
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1 Signal Optimization using PTV Vistro for a Major BRTS Corridor in Pimpri Chinchwad, Maharashtra Presented by Mr. Pratapsingh Bhonsle, P.E, PTOE Mr. Athul Suresh, Traffic Engineer 10 th UMI Conference 5/11/2017
2 Project Information Signal Optimization using Vistro Case Study Findings Overview
3 Project Partners Pimpri Chinchwad Municipal Corporation (PCMC) Pune Traffic Police JP Traffic Automation Pvt. Ltd. Global Traffic Solutions
4 Project Location LEGEND CORRIDOR 1 CORRIDOR 2 CORRIDOR 3 CORRIDOR 4
5 PCMC BRT Corridor - 1 Bhakti-Shakti Chowk Bajaj Auto Subway Kalbhor Nagar Subway Shivaji Chowk Finolex Chowk Tilak Chowk Khandoba Chowk Mahavir Chowk Pimpri Chowk Vallabhnagar Subway Nashik Phata Span 12Kms 16 Signalized Junctions Kasarwadi Subway Fugewadi Subway CME Atlas Copco Subway Fugewadi Bridge LEGEND Signlized BRT Junction
6 Signal Timing Analysis Traffic police provide the signal timings based on their experience and observing the amount of traffic PCMC (Pimpri Chinchwad Municipal Corporation) with the recommendation of the World Bank opted to design their signal timing plans in a more scientific manner
7 Manually by IRC SP 41 PTV Vissim PTV Vistro (Signal Timing Optimization) Synchro etc. Signal Timing Analysis Tools
8 Signal Timing Analysis by PTV Vistro Vistro Network
9 Junction Coordination Shivaji Chowk Mahavir Chowk Finolex Chowk Pimpri Chowk Kasarwadi Subway Atlas Copco Subway Fugewadi Subway Fugewadi Bridge CME LEGEND BRT Junction
10 PHASE 1 BRT Phasing Mumbai BRT Lane BRT Lane Pune BRT Lane BRT Lane LEGEND TRAFFIC MOVEMENT BRT MOVEMENT PEDESTRIAN MOVEMENT
11 PHASE 2 BRT Phasing Mumbai Pune LEGEND TRAFFIC MOVEMENT BRT MOVEMENT PEDESTRIAN MOVEMENT
12 PHASE 3 BRT Phasing Mumbai BRT Lane BRT Lane Pune BRT Lane BRT Lane LEGEND TRAFFIC MOVEMENT BRT MOVEMENT PEDESTRIAN MOVEMENT
13 PHASE 4 BRT Phasing Mumbai BRT Lane BRT Lane Pune BRT Lane BRT Lane LEGEND TRAFFIC MOVEMENT BRT MOVEMENT PEDESTRIAN MOVEMENT
14 PHASE 5 BRT Phasing Mumbai Pune LEGEND TRAFFIC MOVEMENT BRT MOVEMENT PEDESTRIAN MOVEMENT
15 PHASE 6 BRT Phasing Mumbai BRT Lane BRT Lane Pune BRT Lane BRT Lane LEGEND TRAFFIC MOVEMENT BRT MOVEMENT PEDESTRIAN MOVEMENT
16 BRT Signal Phasing & Timing Plan
17 Case Study
18 D A N G E C H O W K
19 Dange Chowk Dange Chowk LEGEND Signalized BRT Stations
20 N Aerial View
21 Towards Chinchwad The Real Challenge!!!!!!!!!!!
22 The Real Challenge!!!!!!!!!!! 600 m Towards Hinjewadi
23 Video Showing Queue Length
24 Vistro Analysis Analysis were conducted for 3 scenarios: Scenario A 120 sec Cycle (IRC/HCM/Default) Scenario B 120 sec Cycle (Field Observations) Scenario C 180 sec Cycle (Field Observations)
25 Scenario A - As per IRC & HCM (120 sec Cycle Length & standard saturation flow (540veh/hr/m)) Lane Configuration 3.5 m 3.5 m 3.5 m 10.5 m
26 Scenario A - As per IRC & HCM (120 sec Cycle Length & standard saturation flow (540veh/hr/m))
27 Saturation Flow (IRC SP : )
28 Scenario A - As per IRC & HCM (120 sec Cycle Length & standard saturation flow (540veh/hr/m))
29 Scenario A - Inference
30 Scenario B - As per Calibrated Lane Geometry (120 sec Cycle Length & standard saturation flow (720veh/hr/m)) Lane Configuration 2.7 m 2.8 m 2.5 m 2.5 m 10.5 m
31 Scenario B - As per Calibrated Lane Geometry (120 sec Cycle Length & standard saturation flow (720veh/hr/m))
32 Scenario B - As per Calibrated Lane Geometry (120 sec Cycle Length & standard saturation flow (720veh/hr/m))
33 Scenario B - Inference
34 Scenario C- Existing Condition (180 sec Cycle Length & measured saturation flow rate)
35 Scenario C - Inference
36 Inference Summary Scenario A (120 CL & std. saturation flow) B (120 CL & field saturation flow) Queue Length (m) Towards Hinjewadi Towards Chinchwad Delay (sec/veh) V/C Ratio F F C (180 CL & field saturation flow) F LOS
37 Video Showing BRT Bus Bunching
38 Queuing 230 m {170 m} (600 m) Towards Hinjewadi Xxx Observed (120 CL) {xxx} Vistro (120 CL) (xxx) Observed (180 CL)
39 Queuing 180 m {100m} (450 m) Towards Chinchwad Xxx Observed (120 CL) {xxx} Vistro (120 CL) (xxx) Observed (180 CL)
40 Export to Vissim
41
42 Signal Program
43 Recommendations Traffic Signal Priority for Buses Source : publicpolicyforum.org
44 Recommendations Junction Improvements Chinchwad Hinjewadi N Aundh Ravet
45 Dange Chowk
46 Thank You Mr. Pratapsingh Bhonsle, P.E. PTOE Mr. Athul Suresh, Traffic Engineer
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