Mission Street Project Update Voyage 2070 Advance Operation Systems Using ASTRO Proactive Plan Selection Average and Split Variant operations Prepared.

Slides:



Advertisements
Similar presentations
PEDESTRIANS Osama Tabash Khaled El-Yazory Dr. Essam Almasri
Advertisements

T3 Webinar September 2012 Performance Measures Edward J. Smaglik September 18 th, 2012.
NICHOLS SCHOOL TRAFFIC OPERATIONS STUDY. Existing Operations Examined Data Collection  On-site Count Collection of Representative Traffic Conditions.
Identifying Split Failures Due to Over Saturation (Demand> Capacity) Ed Smaglik, Darcy Bullock, Jim Sturdevant & Tom Urbanik.
ACS-Lite Offset Tuning Algorithm. Collect data from advance detectors on coordinated approaches Develop a Statistical Flow Profile correlated to the phase.
U.S. Department of Transportation Federal Highway Administration ACS-Lite FHWA Adaptive Signal Control Systems Raj S. Ghaman, P.E. Team Leader, Office.
CE 2710: Transportation Engineering Traffic Signals April 3, 2009 Nicholas Lownes, Ph.D.
1 Charlie Wetzel, PE, PTOE County Traffic Engineer Seminole County Florida 10/18/11.
Transportation Engineering
INTRODUCTION TO TRANSPORT Lecture 3 Introduction to Transport Lecture 4: Traffic Signal.
Current Practices in Traffic Signal Coordination
1 Austin Transportation Department Ali Mozdbar, P.E., PTOE Division Manager, Traffic Signals Traffic Signal Features for Pedestrians & Bicyclists.
Chapter 221 Chapter 22: Fundamentals of Signal Timing: Actuated Signals Explain terms related to actuated signals Explain why and where actuated signals.
Regional Arterial Operation Traffic Responsive Control in Bellevue Washington State Intelligent Transportation Society 2008 ITS WA Annual Meeting Session.
Progressive Signal Systems. Coordinated Systems Two or more intersections Signals have a fixed time relationship to one another Progression can be achieved.
CTC-340 Signals - Basics. Terms & Definitions (review) Cycle - Cycle Length - Interval -. change interval - clearance interval- change + clearance = Yi.
Lec 24, Ch.19: Actuated signals and detectors (Objectives) Learn terminology related to actuated signals Understand why and where actuated signals are.
Lec 15, Ch.8, pp : Signal Timing (Objective)
Traffic Signal Warrants
Lecture 2 Basics of Traffic Control Signals Any power-operated traffic control device other than a barricade warning light or steady burning electric lamp,
Peter Koonce TRB Annual Meeting January 9, 2005 Best Practices for Signal Operations Best Practices for Signal Operations – Lessons Learned from the Portland.
2015 Traffic Signals 101 Topic 7 Field Operations.
RT-TRACS A daptive Control Algorithms VFC-OPAC Farhad Pooran PB Farradyne Inc. TRB A3A18 Mid-Year Meeting and Adaptive Control Workshop July 12-14, 1998.
Evaluating InSync Performance in Microsimulation Aleksandar Stevanovic, PhD, PE Florida Atlantic University Transpo 2012 Bonita Springs, FL October 29,
Applied Transportation Analysis ITS Application SCATS.
Interpreting Demand and Capacity for Street and Highway Design Lecture 5.1 CE Norman Garrick Norman W. Garrick.
Assessment of Urban Transportation Networks by integrating Transportation Planning and Operational Methods /Tools Presentation by: Sabbir Saiyed, P.Eng.
Tuen Mun – Yuen Long LRT Traffic Control System 20 th April 2007 Prepared by Michael Chiu P26180/PS/PS PPT/LLH/13APR05.
Chapter 20: Actuated Signal Control and Detection
TRAFFIC SIGNAL OPTIMIZATION: A Coordinated Effort Tom Dancey, P.E. Signal System Engineer City of Springfield CITY OF SPRINGFIELD & MISSOURI DEPARTMENT.
TRB Signal Timing Best Practices Workshop 2005 Isolated Actuation, plus The Dilemma Zone Dilemma Rick Denney Iteris.
Interpreting Demand and Capacity for Street and Highway Design Lecture 6 CE 5720 Norman Garrick Norman W. Garrick.
2010 Fall Transportation Conference A Guideline for Choosing Cycle Length to Maximize Two-Way Progression in Downtown Area Saeedeh Farivar Zong Tian University.
CEE 764 – Fall 2010 Topic 3 Basic Signal Timing and Coordination Principles.
Traffic Signal Timing Design Part I. Slide 2 Steps in Designing a Traffic Signal Timing Plan (1/2) 1. Determine lane configurations and lane volumes 2.
Problem 4: Okeechobee Road Stopped Control Analysis.
Problem 4: Clifton Country Rd/Route 146 Intersection Base Case Phasing and Volumes Analysis Plans Description of Analyses Overarching Issues 4a: AM peak.
Hcm 2010: BASIC CONCEPTS praveen edara, ph.d., p.e., PTOE
Mission Street Project Update Voyage 2070 Advance Operation Systems Using ASTRO Proactive Plan Selection Average and Split Variant operations Prepared.
Traffic Signals & ITS to Encourage Walking & Cycling
05/16/2008 Improved Traffic Signal Efficiency in Rural Areas through the use of Variable Maximum Green Time Aswini Rajagopalan.
Mission Street Voyage Advanced Features Test Facility Mission street is a major arterial corridor that was re-timed 10 years prior to our project. Our.
Mission Street Project Update Voyage 2070 Advance Operation Systems Using ASTRO Proactive Plan Selection Average and Split Variant operations Prepared.
A Waterloo Region Case Study.  Waterloo Region  Connecting residents to your work  Ideas start off small  Plan for change  Moving forward  Your.
Thinking Inside the Box

Evaluation of Hard Shoulder vs
The I-465 West Leg Reconstruction Project
JUAN DE FUCA PEDESTRIAN CROSSING Transportation and Public Infrastructure Committee Colwood, BC 1 October 2012.
MOVA Traffic Signal Control Trial
Evaluation and Re-Design Haifa and Yafa Streets.
LARGE TRICS SAM Survey Westfield, Shepherd’s Bush
GREEN WAVE TRAFFIC OPTIMIZATION
Transportation Research Board 2004 Annual Meeting
* Topic 7 Field Operations
The Ladybird ( th Street NW)
Tasnim Rabee’ Nagham Dmaidi
Problem 2: Moe Rd/Route 146 Intersection
Highway capacity and Level of Service Analysis
Validation Study of Actuated Control and HCM Models in Brazil
Eliminating Left & Right Secondary X-roads where only 2 lanes possible without delaying traffic , nor cycles , nor pedestrians LCC July’15.
How do you determine an author’s purpose? LearnZillion Notes:
Problem 3: Shenendehowa Campus
Case Study 1 Problem 4 Styner/Lauder Intersection Moscow, Idaho
LearnZillion Notes: --This is your hook. Start with a question to draw the student in. We want that student saying, “huh, how do you do X?” Try to be specific.
Geoffrey Cheung IME Winter 2010
Current and proposed HOT facilities update
School of Civil Engineering
A New Technique for Destination Choice
Presentation transcript:

Mission Street Project Update Voyage 2070 Advance Operation Systems Using ASTRO Proactive Plan Selection Average and Split Variant operations Prepared By: Roger W. Boettcher ODOT Traffic Signal Control Specialist April 10, 2013

Key Concept for ASTRO Functions SVO uses the same cycle length and offset for the guest plans as that of the hosts. This means no transitions and results in a smooth re-allocation of cycle time to serve higher demand phases! This is a very important concept to note. No transition means the system stays in coordination even while making “on the fly adjustments” Voyage ASTRO reviews the V+KO data every 4 minutes and can make a plans selection every 5 minutes.

Presentation Outline Existing conditions HistoryGoals Project steps and installations Results and observations Conclusions

Existing Conditions Existing Conditions Inbound AM Outbound PM Problem intersec tion Problem Intersections Critical Intersection

Existing Conditions Existing Conditions Peak period travel times: 8 to 11 min. After installation of Voyage 2070 controllers travel times reduced to 4 to 4.5 minutes A reduction between 50-60%

History Originally conceived as a proof of product test facility for NWS Voyage Advanced Features firmware and as a 2070 controller training grounds 7 new 2070 controllers since January new 2070 controllers since January 2010

Goals Improve existing failed timing operations Resolve traffic flow issues at 3 major intersections: - 25 th Avenue - Airport / Turner Road - Hawthorne Avenue

Project Steps and Installations Step 1: replace 170 controllers and revise existing timing for 2070 operations Step 2: revise coordination offset reference to start of main street green Step 3: update Pedestrian and Red, Yellow clearance times to current standards

Project Steps and Installations Step 4: Gather background Volume, Occupancy and MOE data Step 5: Generate basic ‘Host’ timing plans optimized using Synchro Step 6: Observe operations of ‘Host’ timing plans using standard TOD operations

Project Steps and Installations Step 7: Continue to collect background Volume, Occupancy and MOE data for analysis Step 8: Develop additional ‘Guest’ plans for SVO operations Step 9: Install and activate Guest plans (SVO and SVI)

Project Steps and Installations Step 10: Adjust activation thresholds for optimal operations Step 11: Activate PPA operations for shoulder time of day Step 12: Adjust guest plan Splits for optimal performance (current operations) Step 13: Dynamic operations overlays to ASTRO

Project Steps and Installations Step 14: Compare NWS Voyage ASTRO operations to other similar systems Step 15: Publish findings and repeat successful processes on similar systems

Results and Observations Steps 1 through 3 yielded nearly 20% improvement - increased through put volumes - Reduced travel time delays for entire system

Results and Observations These reductions are believed to be due to the inclusion of POM and the use of “Fast-way mode” for transition recovery The use of “Fast way” transition seeking in 2070’s avoids dwell and transitions quicker than the 170’s Minor revisions were made to the red, yellow and pedestrian transition times bringing them to current standards

Results and Observations Steps 4-14 all rely on the identification of Master system Detectors Master System Detectors were determined for optimal flows What are Master System Detectors?

Require free flow for operations Part of local system detection at intersections Determine control thresholds for PPS, PPA and SVO operations

Results and Observations Free Flowing Volumes not easily found Three configurations were assessed The best fit

Results and Observations Two inbound master system detectors Three outbound master system detectors Outbound flow   Inbound flow Best Fit Layout

Results and Observations The plans library was populated with 16 ASTRO ‘host’ and ‘guest’ plans V+KO data resulted in appropriate TOD Operations

Results and Observations V+KO: flow rate over a detector, adjusted for occupancy Volume + (K * Occupancy) Volume + (K * Occupancy)

Results and Observations

Steps 7 through 10 were accomplished using the background data provided from volume logs -MOE termination graphs -Splits have been adjusted for Guest Plans Plans

Results and Observations Typical Monday on Mainline Mission Phase 2 (EB) no periods that could leave the phase early MOE Graph (Before)

Results and Observations After PPA and SVO is operational we see a better use of the split times and a reduction in Mainline Max-out MOE Graph (After)

Results and Observations After additional minor adjustments we see even better results MOE Graph (After)

Results and Observations MOE Graph (Before)

Results and Observations MOE Graph (After) After additional minor adjustments we see even better results

Results and Observations Capture fluctuations in the morning rush and make appropriate adjustments to the normal operational splits that the host plan is using The system responds nearly as quickly as the rise in the values and selects an appropriate plan Once the event passes the system makes a quick adjustment to the lower host plan and then to the low volume guest plan

Results and Observations AM event captured and plan selection made by SVO operations AM 07:55

Results and Observations SVI on/ TOD Host P8 TOD Host P5 SVI off/ SVO on Host P12 TOD Host P15 SVO off/ PPA on TOD Free P9 P8 P7 P6 P4 P5 P13 P11 P12 P16 P14 P15 P2 Free P1 P8 P7 Inbound Heavy Triad Plans 7, 8 and 9 Outbound Heavy Triad Plans 14, 15 and 16

Mission St. TOD Table

Results and Observations Steps 11 and 12 are currently in operation -Adjust guest plan splits for optimal - Currently fully activated using PPA and SVA - PPA is working on shoulder times in the evenings and mornings after mid-night an example of this operation is shown in the following slide an example of this operation is shown in the following slide

Results and Observations PPA allows extension of Plan coordination beyond TOD events and is operational on the shoulder times in the evenings and early morning after mid-night. 19:00 call to Free operations Free operations start here +/-

Step 13 Dynamic operations overlays to ASTRO features: Not yet Deployed - Auto-Max - Dynamic Phase Length - Dynamic Phase Reversal -Actuated Coordinated Operations - Coordinated Late Left Turn

Step 14 Comparison of Similar Systems PPS not currently active PPA 2 entries required SVO 16 entries required Master System Detectors 16 entries req’d.

Step 14 Traffic Responsive TransSuite Equivalent to PPA Operations Data

Conclusions Relatively easy process Very good results with any or all of these features PAA is probably the most useful out of the box feature SVO estimated 5 to 10 percent improvement for short term conditions Other features may be added as overlays These features may be installed with very little added cost to your systems

Thank You! Are there Any Questions?