SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Protected Permitted Left Turn Displays NCHRP.

Slides:



Advertisements
Similar presentations
FHM TRAINING TOOLS This training presentation is part of FHMs commitment to creating and keeping safe workplaces. Be sure to check out all the training.
Advertisements

Flashing Yellow Arrow Jerry Kotzenmacher Minnesota Department of Transportation.
Louisiana Safe Routes To School Program
Unit 2 Learning the Basics
Engineering Measures for Improved Pedestrian Safety Tamara Redmon FHWA Office of Safety April 29, 2008.
Flashing Yellow Arrows Joel McCarroll, Region 4 Traffic Manager on behalf of Edward L. Fischer State Traffic Engineer Oregon Department of Transportation.
Publication No. FHWA-HRT Federal Highway Administration University Course on Bicycle and Pedestrian Transportation International Approaches to Bicycle.
Safety at Signalized Intersections. Signalized Intersections FHWA Safety Focus Areas 2.
2009 MUTCD Revisions Part 4 – Traffic Signals Revisions to the 2009 MUTCD.
Rules of the Road. Introduction This training will assist Spanish- speaking Motor Carriers in understanding some of the important traffic regulations.
INTRODUCTION TO TRANSPORT Lecture 7 Introduction to Transport Lecture 7: Signal Coordination.
2009 MUTCD (Final Rule) Revisions Incorporated into the 2009 MUTCD CA MUTCD 2012 Revisions to Part 4 – Highway Traffic Signals.
City of Little Rock Public Works – Traffic Engineering Division City of Little Rock City of Little Rock Dallas Phasing Implementation Rodney Parham Road.
Chapter 5 Signs, Signals, and Markings
1 Austin Transportation Department Ali Mozdbar, P.E., PTOE Division Manager, Traffic Signals Traffic Signal Features for Pedestrians & Bicyclists.
MICHIGAN DEPARTMENT OF TRANSPORTATION Davison TSC
Describe difference between a shared left-turn lane and a left turn lane. Describe what actions to take with pedestrian signals and traffic control officers'’
Signs, Signals, and Pavement Markings
Understanding the Purpose of Pavement Markings
Introduction to Transport
Human Factors Research Issues for Cooperative Intersection Collision Avoidance Systems (CICAS) Vicki Neale, Ph.D. Director, Center for Vehicle-Infrastructure.
~~~~EVAS~~~~ EMERGENCY VEHICLE ALERT SYSTEM
Chapter 2 Signs, Signals, and Roadway Markings
Transportation Engineering
Chapter 2 Signs, Signals, and Roadway Markings
Signs, signals, and pavements markings
1 Section III Day 2 DMV Manual p. 5-6, Write a scenario about how the driver of the white truck managed to keep his truck on the edge of the.
Chapter 5 – Signs, Signals and Markings
Aaron B Wilson, EIT WesTech Engineering, Inc., SLC, UT Mitsuru Saito, PhD, PE Brigham Young University, Provo, UT ITE Western District Annual Meeting Santa.
Intersection Control Evaluation (ICE). Outline  Background  ICE Process  Impacts  Current Status.
Center for Risk Management of Engineering Systems University of Virginia, Charlottesville 26 Schedule.
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.
Situations that require a driver to yield right-of-way.
Patrick Hasson Federal Highway Administration Midwestern Resource Center Engineering Safer Intersections.
Unit 2: Signs, Signals, and Roadway Markings
AASHTO SCOTE Annual Meeting – June 14-17, 2009 NCUTCD Summer Meeting – June 18-20, 2009 Manchester, New Hampshire.
Chapter 2 Signs, Signals, and Roadway Markings
Low Cost Safety Improvements Pooled Fund Study Advanced Street Name Signs Dr. James Jenness, Westat.
Traffic Lights Road Signs Road Markings. Do Now… True or False  A stop sign is shaped like a triangle.  A broken yellow line means that you can pass.
September 25, 2013 Greg Davis FHWA Office of Safety Research, Development and Test Overview of V2I Safety Applications.
Toward a Multi-State Consensus on Rural Intersection Decision Support: Objectives u Gain understanding of issues involved with national rural intersection.
Signs Signals and Pavement Markings
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.
Putting Together a Safety Program Kevin J. Haas, P.E.—Traffic Investigations Engineer Oregon Department of Transportation Traffic—Roadway Section (Salem,
 Warn drivers about dangerous situations  The are for road conditions that need caution for specific hazards that may be encountered.
Consideration of Dual Left Turns at 82 nd Street Intersections & at 50 th Street Intersections City of Lubbock Citizens Traffic Commission By: Jere Hart.
Traffic Lights Road Signs Road Markings. Do Now… True or False  A stop sign is shaped like a triangle.  A broken yellow line means that you can pass.
Traffic Signals & ITS to Encourage Walking & Cycling
Construction zones and traffic control Objective Review extent of problem Identify contractor responsibilites Identify control plan components.
Edward L. Fischer P.E..  Ed, it was hard to read slides from back of room with this background.  Can I change it? Nancy Brickman.
SHSP INTERSECTION EMPHASIS AREA. Emphasis Area Definition  The term intersection crash is defined as a crash which occurs just before, just after or.
Human Factors Progress IDS Project Nicholas Ward Jason Laberge Mick Rakauskas HumanFIRST Program.
Signal timing CTC-340. Key Elements Development of safe and effective phase plan and sequence Determination of vehicle signal needs –Timing of yellow.
Traffic Signals NV Driver Education Curriculum Unit 2: Signs, Signals, and Roadway Markings Presentation 2 of 3.
City of Portland - Isolated Timing Operations January 9, 2005 Isolated Timing Operations - Workshop on Best Practices for Signal Timing Bill Kloos Signals.
IDS Project Update on Human Factors and Simulation (Geometry Completed)
Connecting South Dakota and the Nation Access Management Training Brooke White, Access Management Engineer.
Lesson Plan For Day Two Power point presentation 30 min Video– AAA- signs, signals, etc. 20 min Quiz- Signs Etc 10 min Correct 10 min H/O- Signs 10 min.
Indiana MUTCD: for Operations & Maintenance Issues/Solutions – Part II.
Proposed Additions to MUTCD. Chapter 8E. Busway Grade Crossings Proposed revision submitted to FHWA in June Intended for next edition of MUTCD.
New Research on Dynamic Reversible Left-Turn Lanes at Signalized Diamond Interchanges ITE Mid-Colonial Annual Meeting (Wilmington, DE) April 18 th, 2016.
Signals, pavement markings, and proper turns QUIZ
SUMMARY AND CONCLUSIONS
Overview of NCHRP Project 20-7 (256) “Safety Impacts of Emerging Digital Display Technology for Outdoor Advertising Signs” Presented at the 11th Annual.
Revisions to Part 7 – Traffic Control for School Areas
Rules of the Road.
Irvine Traffic Research & Control Center (ITRAC)
Flashing Yellow Arrows for Permissive Left Turns – Is It for You?
SIGNS, SIGNALS, and MARKINGS
Design Speed, Operating Speed, and Posted Speed Limit Practices
Presentation transcript:

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Protected Permitted Left Turn Displays NCHRP 3-54 (02) Presentation to City of Beaverton Transportation Commission February 7, 2002 Kent Kacir Siemens Gardner Transportation Systems Principal Investigator Project Manager

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Presentation Outline Background Information Model 2070 Features Anticipated Uses/Current Uses Deployment Agency’s that have standardized on the Model 2070 Specifications

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Project Objective Project objective: evaluate the safety and effectiveness of different signal displays used with PPLT control  Determine PPLT usage in the U.S.  Evaluate safety and operational effects  Evaluate drivers’ understanding of various PPLT displays and indications  Evaluate field implementations of selected display(s) Project deliverables: recommend display(s) for uniform application across the U.S.

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Study Tasks Agency Survey Static Driver Survey Operational and Conflict Study Crash Analysis Interim Report and Panel Meeting Animated Driver Survey Field Study Panel Meeting and Final Report

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. MUTCD and PPLT MUTCD says that a separate traffic signal display for PPLT control is not required PPLT Display:  5-section  green arrow protected indication  green ball permitted indication  through movement indication displayed simultaneously with protected indication

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. What is the Problem? Some traffic engineers think the green ball permitted display is problematic  Argue that left-turn drivers may interpret the green ball as a protected indication At least 4 variations of the permitted indication has been developed Signal display arrangement and supplemental sign use varies

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Yellow Trap 11 66 55 22 When  1 lags … …  5 gets the yellow trap

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. RESEARCH RESULTS

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. PPLT Use in the United States 107,219 signalized intersections represented in 168 surveys analyzed 29 % of those intersections use PPLT phasing on at least one approach Intersections Without PPLT 71% PPLT Intersections 29 %

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Use of PPLT by State

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Mounting Location

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Location of Unique PPLT Indications

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Data Collection Locations

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Static Survey

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Demographics 2,465 drivers 73,950 scenarios 58 % male - 41 % female Driver’s age  27 % < 24  44% 24 to 44  21 % 45 to 65  7 % > 65

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Early Conclusions Drivers had better understanding of flashing permitted indications (less fail critical errors)  No age difference with flashing indications Drivers over the age of 65:  32 % correct response rate with green ball  Over 63 % correct response rate with flashing indications  seconds additional response time Response time lower with flashing indications

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Further Study Permitted Indication  The use of flashing permitted indications should be considered in future evaluation Driver understanding Fail critical responses Older driver comprehension  Additional study required clearance interval- right turns driving- shared lanes

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Proposed Vertical FYA Display

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. UMASS Simulator

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Example of Virtual World

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. FIELD IMPLEMENTATION

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. FYA Implementation Sites Implemented Near Implementation

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Woodburn, Oregon

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Woodburn, Oregon

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. ODOT News Release

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Local Press

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Citizen Response “My opinion is that if the intersection had flashing yellow arrows at the turn- lane, this accident may have been avoided…When I see a green light, my first reaction is “go” so I sometimes find myself responding to that trained response rather than the one that says “don’t go when another car is coming.” Alternatively, when I see a flashing yellow arrow, there is no question that I need to watch what I’m doing, look for approaching vehicles, and turn when it’s safe…”

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. What is Required ? Identify 3 intersections that are currently operating with PPLT, and that have been doing so for 3 years. Identify 3 intersections to serve as control sites. Provide background information:  Lane widths  Historical crash data  Traffic volumes Track and report change over costs and implementation issues. Provide the necessary change over (equipment and man-power). Submit a Request for Experimentation to Federal Highway Administration

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. What Does the NCHRP Contractor Do? Assist Agency in site identification Provide technical assistance related to controller logic Provide “form letter” to submit FHWA request Collect Before and After Conflict data Analyze field operational data Analyze field conflict data

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Potential Sites Western / 5 th Allen / Wilson Allen / Menlo 125 th / Longhorn

SE&A GTS – Ga r d n e r T ra n s p o r t a t i o n S y s t e m s © Siemens E&A, GTS Kittelson Associates, Inc. Questions ? Kent Kacir