Design and Evaluation of An Advanced Dilemma Zone Protection System: Advanced Warning Sign and All-Red Extension by Sung Yoon Park, Liu Xu, Gang-Len Chang.

Slides:



Advertisements
Similar presentations
Tennessee Practice Test #4: Signs This sign means: a. no left turn can be made here b. a left turn can be made only after stopping c. all traffic.
Advertisements

rules of the road Click me
Neurodriving Behavioral and structural brain imaging data.
Traffic Controls Lesson 1 Understanding Traffic Signs and Signals
Signals o Steady lights o Flashing lights o Signal/Sign combinations T – 1.22 Signals by traffic lights indicate the following: Steady red – moving traffic.
Traffic Controls Lesson 1 Understanding Traffic Signs and Signals
INTRODUCTION TO TRANSPORT Lecture 7 Introduction to Transport Lecture 7: Signal Coordination.
TRANSPORTATION CORRIDOR OVERLAY DISTRICT ROUTE 29.
LOW COST SAFETY IMPROVEMENTS Practitioner Workshop The Tools – Traffic Signals – Session #7.
Red-Light Running. 2 Traffic Signals Red-Light Running 3 Intersection Fatalities There were 8,657 intersection fatalities in 2007.
Geometry information from Liufang Ave. North in Beijing Green phase (s): 99,77,66,75,60 Dwell time distribution: N (30,9), N (27,7), N (24,6) Maximal bandwidth:
EVALUATION OF “TARGETED PEDESTRIAN ENFORCEMENT” Philip M. Salzberg and John M. Moffat Washington Traffic Safety Commission Olympia WA
Manual Traffic Control An MTC. Traffic Control symbols/words TTM-Temporary Traffic Management MTC- Manual Traffic Controller TW 33 – Traffic Stop Go paddle.
Chapter 221 Chapter 22: Fundamentals of Signal Timing: Actuated Signals Explain terms related to actuated signals Explain why and where actuated signals.
CE 4640: Transportation Design
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)
Introduction to Transport
Countdown Signal Heads For Vehicles. Outlines zProblem Statement zHypothesis  What are the benefits of the countdown timer?  How would the countdown.
2/7/2006Michael Dixon1 CE 578 Highway Traffic Operations Lecture 3: Passing maneuvers, sight distance, and zones.
Queue evolutions Queue evolution is one of the most important factors in design of intersection signals. The evaluation compares the model-estimated and.
~~~~EVAS~~~~ EMERGENCY VEHICLE ALERT SYSTEM
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.
Transportation Engineering
Virginia Learner’s Permit
Transportation Engineering
8-1 LOW COST SAFETY IMPROVEMENTS The Tools – Traffic Signals – Session #8.
State Traffic Engineer
University of Maryland Department of Civil & Environmental Engineering By G.L. Chang, M.L. Franz, Y. Liu, Y. Lu & R. Tao BACKGROUND SYSTEM DESIGN DATA.
Transit Priority Strategies for Multiple Routes under Headway-based Operations Shandong University, China & University of Maryland at College Park, USA.
Chapter 20: Actuated Signal Control and Detection
Patrick Hasson Federal Highway Administration Midwestern Resource Center Engineering Safer Intersections.
Unit 2: Signs, Signals, and Roadway Markings
Introduction to Traffic Signals Adam Kirk. Identify 1 part of the traffic signal.
Signal Warrants. Slide 2 Signal Warrants  r2/part4/part4c.htm r2/part4/part4c.htm.
TRB Signal Timing Best Practices Workshop 2005 Isolated Actuation, plus The Dilemma Zone Dilemma Rick Denney Iteris.
Signs, Signals, and Roadway Markings
Introduction to Transport
Real-time Bus Arrival Time Prediction: An Application to the Case of Chinese Cities Shandong University, China & University of Maryland at College Park,
1 Intersection Design. 2 Intersection Design – Operational Requirements Provide adequate sight distance – for approach and departure maneuvers Minimize.
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.
 Links the optimized settings to VISSIM, the operational analysis results is: Synchronization of Intersections This study employs the core logic of MAXBAND.
Signs and Roadway Markings
Intersection Safety Case Study Summary FHWA-SA Red-Light Running: All-Red Clearance Intervals and Larger Signal Lenses A Michigan Success Story.
Engineering our Highways for Older Drivers in Minnesota
© 2006 PSEN Unit - #4 Let’s Go Driving Identification Evaluation Control Monitor.
The credit exposure impact of higher system-wide offer caps was estimated using an internal ERCOT model under four scenarios: 1.(Base Case) “Normal” summer.
I-270/MD 355 Simulator: An Intelligent Online Traffic Management System Dr. Gang-Len Chang Nan Zou Xiaorong Lai University of Maryland Saed Rahwanji Maryland.
Iihs.org Automated enforcement. Number of U.S. communities with speed cameras and red light cameras January 2016 Automated enforcement uses technology.
A stop sign is a traffic sign that stands for coming to a complete stop at an intersection or end of the road.
Signal timing CTC-340. Key Elements Development of safe and effective phase plan and sequence Determination of vehicle signal needs –Timing of yellow.
Negotiating Intersections Chapter 10. Intersections Tips for Identifying an Intersection o Street lights and signs. o Roadway markings, such as a stop.
Traffic Signals NV Driver Education Curriculum Unit 2: Signs, Signals, and Roadway Markings Presentation 2 of 3.
DSRC and SPaT, SSM, SRM & MAP
Conducted by: Tyler Womble. “A place where two or more roads meet, especially when at least one is a major highway” Can be regulated by: Stop Signs Traffic.
TRAFFIC SAFETY AND OPERATIONS LAB DESIGN OF A DILEMMA ZONE PROTECTION SYSTEM US MD 910C (WESTERN MARYLAND PARKWAY)
LT 4 SIGNS, SIGNALS & TRAFFIC CONTROLS 1 Signs Understanding Traffic Signs and Signals.
rules of the road Click me
St. Francis Prep Driver Education
Applied Technology and Traffic Analysis Program(ATTAP) MIDCAP & MUID
Macroscopic Speed Characteristics
* Topic 7 Field Operations
Effects of Countdown Traffic Signal On Driving
ALABAMA COURSE OF STUDY #2, #3, #4, #5, #6 AND #7
Integration of dilemma zone protection with speed harmonization
Traffic Safety.
Dilemma Zone Protection at An Isolated Signalized Intersection Using Dynamic Speed Guidance Wenqing Chen.
MOT Training for Incident Responders in Florida
How to Safely Approach and Pass Through an Intersection
Presentation transcript:

Design and Evaluation of An Advanced Dilemma Zone Protection System: Advanced Warning Sign and All-Red Extension by Sung Yoon Park, Liu Xu, Gang-Len Chang University of Maryland, College Park AbstractAbstract  This paper proposes an advanced intelligent dilemma zone protection system that integrates advanced warning signs with all-red extension strategies to reduce the number of red-light running vehicles and also to provide extra time to clear the intersection.  A behavioral model for drivers’ response on yellow has been rigorously developed,calibrated with field data and then been incorporated into VISSIM for extensive simulation experiments.  Results indicates that the proposed system can offer best protection on safety measures. Research Background Research Motivation According to a report from the 2009 National Highway Traffic Safety Administration, approximately, 165,000 people were injured annually by the neglect of red-light instruction. The existence of dilemma zones at signalized intersections is one of the main contributors to the high frequency of accidents. Research Objective This research is to investigate the compound effectiveness of integrating the advanced warning sign with the all-red phase extension on minimizing the dilemma zone caused accidents. Empirical observations of responses of driver during the yellow phase at six intersections are used to calibrate a driver’s behavior model, and use as the basis for conducting laboratory experiments and performance evaluation. ConclusionsConclusions  This study has employed simulation experiments to evaluate a proposed dilemma zone protection system that uses advanced warning to advise drivers and exerts the all-red extension to prevent those non-compliance drivers from causing accidents.  To reflect the actual drivers’ responses to the yellow phase, the simulation system developed with VISSIM has been incorporated with a driver behavior model which is calibrated with the field data of 1123 drivers from six locations.  The results of simulated experiments confirm an expectation that the integration of advance warning system with all-red extension can better protect drivers and improve traffic safety. Proposed System Drivers’ Behavior Model Design of proposed dilemma zone protection system VARIABLESCoeff.P-Value Initial_Speed Initial_Position Age[Middle] Age[Senior] Phone[not on = 0] Passenger[ None = 0] Costant Spee d mph Location of vehicle from stop line onset of yellow ft ft ft ft ft FieldInitialFinalFieldInitialFinalFieldInitialFinalFieldInitialFinalFieldInitialFinal % 86%100%59%21%100%48%2%89%18%0%18%0% % 74%100%56%50%100%64%20%100%8% % 88%100%80%50%100%71%0%100%0% Field: percentage of driver taking the “Pass” decision from field observations Initial: percentage of driver taking the “Pass” decision fromVISSIM with initial coefficients Final: percentage of driver taking the “Pass” decision from VISSIM after re-calibration. Target intersection Turning Movements Speed distributions from field and simulation for 200 feet and 800 feet from the stop line Sensitivity Analysis Results Analysis  Comparison scenarios Base Scenario: actuated control without any protection. Scenario 1: actuated control with all-red extension only. Scenario 2: actuated control with advanced warning sign only. Scenario 3: actuated control with all-red extension and advanced warning sign. Base ScenarioScenario 1Scenario 2Scenario 3 Total number of vehicles run on red Vehicle running on red rate (per 1000 veh) Average remaining all-red time (sec) Total number of vehicles16206 Simulation durations (hr)10 % of changes in number of vehicles running on red (%) from Base line Scenario* --19%-14%-21% Additional remaining all-red time from Base line Scenario (sec) ** * (total number of vehicles run on red from scenario each - total number of vehicles run base scenario)/total number of vehicles run base scenario ** average remaining all-red time from base scenario - average remaining all-red from each scenario  Locations of AWS on Drivers’ Responses to the Yellow Phase Note that in the range between 300 to 500ft, the total number of red-light running vehicles decrease with the AWS’s distance increases, but reach an approximately stable level if AWS is placed over 500 feet.  The Impact of Traffic Volume on Driver Behavior Number of red-light running vehicles increases with the volume. However, the rate of red-light running vehicles remains around ten vehicles per 1000 vehicles, indicating that volume is not a major contributing factor for red light running vehicles. Locations of AWS(ft) Total number of red-light runners Average remaining All-red time (sec) Volume level Total number of red-light running vehicle Average remaining All-red interval for red- light running vehicles (sec) Average number of run on red vehicles per 1000 vehicles Low (500 veh/hr/ln) Medium (750 veh/hr/ln) High (1000 veh/hr/ln)