Evaluation of LED-Outlined Backplates at Intersections With Light Rail Lines In Houston, Texas
|
|
- Priscilla McCormick
- 5 years ago
- Views:
Transcription
1 Evaluation of LED-Outlined Backplates at Intersections With Light Rail Lines In Houston, Texas ITS Texas Annual Meeting, November 2015 Jonathan Tydlacka, P.E. (TTI)
2 Why Are We Here Today? Great forum to present evaluations of unique & innovative traffic control devices Gain feedback and comments on the operational concepts
3 METRORail History METRORail Red Line opened in Houston, Texas - January 2004 Extended North - January 2014 Completely at-grade with shared left turn lanes in some areas Line operates from North Loop, CBD, down to Texas Medical Center, and Reliant Park Currently carries about 42,000 passengers per day
4 Initial Operational Issues High Frequency of Accidents (15) in 6 weeks of testing & 1 st month of revenue operation All with motor vehicles All attributed to motorist error Initial safety assessment recommendations Increase visibility of red signal indications
5 TCD Experimentation Stop bar location & visibility Lighted Stop Bar Increase visibility of red signal indications LED-outlined Backplates
6 Evaluation Methodology TCD Experimentation Request Driver Surveys Operational Evaluations Before / After Measures of Effectiveness (violations) Long Term Crash Monitoring Crashes by type/causation Semi-annual reports
7 Lighted Stop Bar Pilot Installation EB Jefferson Street at Main Street FHWA Approved Experiment EX Operational Aspects as Initially Evaluated: Markers operated in a steady red mode during every red signal indication of the traffic signal Markers off at all other times Markers located prior to painted stop line
8 Pilot Installation
9 Replacement System & Additional Locations Several failures at pilot site Pilot site & additional sites outfitted to 3G & 4G system FHWA granted request to expand experimentation
10 Lighted Stop Bar Problems Newer 3G and 4G systems had durability issues Failures of the individual markers and the systems High traffic volumes, moisture, debris penetration all factors leading to failure. Systems had IP addressable markers, so failures were reported BUT The costs for repairs and replacements were too great in terms of dollars and manpower A change was necessary.
11 LED-Outlined Traffic Signal Backplates Around the same time that the first pilot lighted stop bar was being tested, METRO was also testing a pilot location of LED-outlined traffic signal backplates. The backplates were part of the same FHWA Experimentation Request.
12 LED-Outlined Backplates Pilot Installation WB Gray at Main Street FHWA Approved Experiment EX Operational Aspects: Red LEDs create a red border around the standard black traffic signal backplate for each signal head on the approach. Operate in a steady red mode during every red signal indication of the traffic signal & Off at all other times (including red or yellow flash).
13 LED-Outlined Backplates
14 LED-Outlined Backplates Mounted to signal mast arm Two signal faces No backplates before LED-outlined backplates added
15 Evaluation Period LED-Outlined Backplates Results Motorist Violation Data Pilot Site 24-hour Totals of WB Vehicles Left Turn Thru Right Turn WB Violations per Day WB Violations per Day per 10,000 Vehicles RLR* RTOR* RLR RTOR Before (3 Day Average) After (3 Day Average) *RLR = Red Light Running *RTOR = Right Turn on Red Note: RTOR prohibited on all cross street approaches to the Red Line
16 LED Backplate - Vehicle Crash Statistics Crash statistics compiled for 24 months before and after the installation of the LED Backplates. Period Total Crashes Ran Red Light (WB) Before 24 Months After 24 Months
17 Observational Study of Additional Sites Three LED-outlined backplate treatment sites for Before & After Study Westbound Pease at Main Westbound Bell at Main Eastbound Franklin at Main Pease & Bell are five-lane, one-way approaches to the Red Line Replaced standard backplates with LED-outlined backplates Franklin is a three-lane, one-way street Did not have any backplates in before data
18 Observational Study of Additional Sites Before & After Study using recorded video 3 days (three 24-hour periods) of video before 3 days of video after LED backplates installed and activated Approx 5-8 weeks after activation Manually reduced video
19 Observational Study of Additional Sites Several differences from pilot location Mounted to signal poles (one on each side) Pease and Bell sites had backplates before LED-outlined backplates added. Franklin site had no backplates at all before LED-outlined backplates added.
20 Observational Study of Additional Sites Data included traffic volumes and violations Red Light Running (RLR) Right Turn On Red (RTOR) RTOR prohibited on all cross street approaches to the Red Line Some deliberate RLR violations in both before and after periods Removed violations at Pease which occurred after more than 90 seconds of red time Removed violations by emergency vehicles
21 Three Day Average Violation Frequency Before (3 Day Average) After (3 Day Average) 24-hour Totals of WB Vehicles Left Turn Westbound Pease at Main Thru Right Turn WB Violations per Day RLR RTOR RLR WB Violations per Day Day* (Daylight) Night (No Daylight) RTOR RLR RTOR % Change -21% -6% -21% -16% -21% -9% -25% -37% +9% *Note: Day includes daylight and twilight periods of the day.
22 Three Day Average Violation Frequency Before (3 Day Average) After (3 Day Average) 24-hour Totals of WB Vehicles Left Turn Westbound Bell at Main Thru Right Turn WB Violations per Day RLR RTOR RLR WB Violations per Day Day* (Daylight) Night (No Daylight) RTOR RLR RTOR % Change 0% -23% -3% -50% -27% -33% -20% -100% -59% *Note: Day includes daylight and twilight periods of the day.
23 Three Day Average Violation Frequency Before (3 Day Average) After (3 Day Average) 24-hour Totals of EB Vehicles Left Turn Eastbound Franklin at Main Thru Right Turn EB Violations per Day EB Violations per Day Day* (Daylight) Night (No Daylight) RLR RTOR RLR RTOR RLR RTOR % Change -10% -5% +28% -55% +28% -29% +70% -100% -15% *Note: Day includes daylight and twilight periods of the day.
24 Notes on Violation Frequency Reduction of RLR and RTOR at each treatment site With the exception of the special circumstances at Franklin We generally observed reductions for both RLR and RTOR violations for both day and night Appears to have slightly greater effect at nighttime Normalized data to account for different approach traffic volumes Violations per 10,000 cross street approach vehicles Pooled t-test used to determine significant differences in Before vs. After data
25 Normalized Violation Data Study Site Study Period 3-Day Average Number of Violations per Day per 10,000 Vehicles Statistically Significant Reduction in Violations per Day per 10,000 Vehicles? RLR RTOR RLR RTOR Pease at Main Before After NO YES, 90% Confidence Bell at Main Before After NO NO Franklin at Main Before YES, 95% After Confidence NO
26 Additional Observational Study Data Time of violation after onset of red signal (> 2) Signal red more than 2 seconds ( 2) Signal red less than or equal to 2 seconds RLR More RLR in 2 data (about 80%) Reduction of 40% for > 2 Reduction of 25% for 2
27 Crash Monitoring Long-term crash analysis still ongoing for these and all LED-outlined backplate locations Being done to provide additional data points at FHWA & TxDOT request
28 In Summary LED-outlined backplates show potential to supplement the effectiveness of standard TCD s along the LRT Reduction in red light running Reduction in illegal right turn on red movements Helped to reduce RLR and RTOR violations at the treatment sites.
29 METRO s View On Experimental TCD s Working with its local, state and federal partners, METRO plans to continue developing and deploying innovative TCD s where in the best interest of its passengers and the traveling public. METRO is seeking to garner support for interim approval to use these devices within its jurisdiction. NCUTCD (National Committee) is currently making decisions about what is included in next MUTCD
30 For More Information TTI Jonathan Tydlacka, P.E Houston METRO Walter Langford, III
ATTACHMENT NO. 11. RRLRT No. 2. Railroad / Light Rail Transit Technical Committee TECHNICAL COMMITTEE: Busway Grade Crossings STATUS/DATE OF ACTION
ATTACHMENT NO. 11 RRLRT No. 2 TECHNICAL COMMITTEE: TOPIC: Railroad / Light Rail Transit Technical Committee Busway Grade Crossings STATUS/DATE OF ACTION RRLRT TC Draft: 06/23/2011 RRLRT TC Approval: 06/27/2014
More informationMEMORANDUM. Charlotte Fleetwood, Transportation Planner
MEMORANDUM Date: Updated August 22, 2017 To: Organization: Charlotte Fleetwood, Transportation Planner Boston Transportation Department From: Jason DeGray, P.E., PTOE, Regional Director of Engineering
More informationFinal Report. Evaluation of Flashing Yellow Right Turn Arrow at Silverbell Rd and Cortaro Rd. FHWA Experimentation #4-329(E)
Final Report Evaluation of Flashing Yellow Right Turn Arrow at Silverbell Rd and Cortaro Rd FHWA Experimentation #4-329(E) Marana, Arizona January 2009 Submitted To: Submitted By: FINAL REPORT EVALUATION
More informationRE: City of Portland Request to Experiment with HAWK/Bike signal
October 4, 2005 Regina S. McElroy, Director Office of Transportation Operations HOTO Room 3401 400 7 th Street, S.W. Washington, D.C. 20590 RE: City of Portland Request to Experiment with HAWK/Bike signal
More informationRoad Safety Audit Course Participant Guidebook. August 22 & 23, Cleveland Avenue Columbus, Ohio
Road Safety Audit Course Participant Guidebook August 22 & 23, 2017 Cleveland Avenue Columbus, Ohio 1 2 Table of Contents Executive Summary... 5 Cleveland Avenue City of Columbus... 6 Road Location Details...
More informationFYG Backing for Work Zone Signs
Report Title Report Date: 2001 FYG Backing for Work Zone Signs Principle Investigator Name Kamyab, Ali Affiliation Western Transportation Institute Address c/o Caltrans, 1227 O Street, 5th Floor Sacramento,
More informationPavement Markings (1 of 3)
Pavement Markings (1 of 3) DESCRIPTION AND DEFINITION Disadvantages Relatively high cost (over typical Crash reduction as yet unknown painted edge line) No tactile effect The STOP AHEAD pavement marking
More informationMEMORANDUM. Nantasket Road at Kingsley Road Kingsley Road at Sumner Street Kingsley Road at Revere Street Kingsley Road at Kenberma Street
MEMORANDUM Date: June 28, 2012 To: From: Subject: Mr. Joseph Stigliani, Director of Public Works Kenneth J. Petraglia, P.E., PTOE Greg E. Lucas, P.E., PTOE Kingsley Road Stop Sign Warrant Analysis BETA
More information2004 NC Supplement to the Manual on Uniform Traffic Control Devices (MUTCD)
2004 NC Supplement to the Manual on Uniform Traffic Control Devices (MUTCD) CHAPTER 4D. TRAFFIC CONTROL SIGNAL FEATURES Section 4D.04 Meaning of Vehicular Signal Indications Standard: Vehicular traffic
More informationImproving Pedestrian Safety at Unsignalized Crossings. Shawn Turner, P.E. Texas A&M Transportation Institute
Improving Pedestrian Safety at Unsignalized Crossings Shawn Turner, P.E. Texas A&M Transportation Institute Overview of Presentation What are the issues/problems? Framework for crossing treatments Marked
More informationPedestrian Treatments by
Pedestrian Treatments by Kay Fitzpatrick Texas A&M Transportation Institute TxDOT Short Course October 15-16, 2013 Recent Research Efforts FHWA Studies Crosswalk markings Driver yielding (DY) at rectangular
More informationEvaluation of Blue Confirmation Lights on Red Light Running at Signalized Intersections
Report # MATC-KU: 147 Final Report WBS:25-1121-0003-147 Evaluation of Blue Confirmation Lights on Red Light Running at Signalized Intersections Steven D. Schrock, Ph.D., P.E. Associate Professor Civil,
More informationRED COLORED TRANSIT-ONLY LANES REQUEST TO EXPERIMENT
RED COLORED TRANSIT-ONLY LANES REQUEST TO EXPERIMENT Submitted to: California Traffic Control Devices Committee Federal Highway Administration, Office of Traffic Operations Submitted by: San Francisco
More informationSuper 2: Recent Research in Energy Corridors
Super 2: Recent Research in Energy Corridors Kay Fitzpatrick Senior Research Engineer Texas A&M Transportation Institute Super 2 Highways Definition Discussed in TxDOT Roadway Design Manual (Chapter 4,
More informationSTEP. Rectangular Rapid Flashing Beacons. Safe Transportation for Every Pedestrian
STEP Safe Transportation for Every Pedestrian Rectangular Rapid Flashing Beacons Duane Thomas, Federal Highway Administration Megan McCarty Graham, Toole Design October 30, 2018 Housekeeping Problems with
More information133 rd Street and 132 nd /Hemlock Street 132 nd Street and Foster Street MINI ROUNDABOUTS. Overland Park, Kansas
133 rd Street and 132 nd /Hemlock Street 132 nd Street and Foster Street MINI ROUNDABOUTS Overland Park, Kansas September 1, 2017 TABLE OF CONTENTS 1. INTRODUCTION... 1 2. LITERATURE REVIEW... 1 3. CONCEPT
More informationWork Zone Traffic Safety
Work Zone Traffic Safety Summary The Hazard: death or serious injury from being struck by vehicles or equipment in work zones. Who is at risk: streets/highways, utilities and other public works department
More informationEvaluation of Blue Confirmation Lights at Signalized Intersections in Overland Park, Kansas, to Reduce Red Light Running Violations
Report No. K-TRAN: KU-13-5 FINAL REPORT October 2015 Evaluation of Blue Confirmation Lights at Signalized Intersections in Overland Park, Kansas, to Reduce Red Light Running Violations Tomás E. Lindheimer
More information2014 FHWA Aging Road User Handbook. Recommendations to Accommodate Aging Pedestrians. Lifesaver National Conference. What is the Handbook?
2014 FHWA Aging Road User Handbook Recommendations to Accommodate Aging Pedestrians Lifesaver National Conference March 17, 2015 Revised June 2014 1 What is the Handbook? 1998 1st Edition 2001 2nd Edition
More informationEvaluation of Pavement Markings within the Dynamic Envelope
Evaluation of Pavement Markings within the Dynamic Envelope Sponsored by the FRA Office of Research & Development Train Control & Communications Division November 6, 2013 Volpe The National Transportation
More informationHomework Module 7.01 Drivers Manual Study Questions
Homework Module 7.01 Drivers Manual Study Questions Name: Date: Directions: Use the Oregon Driver Manual to answer each of the following questions. It is suggested that you underline or highlight each
More informationNew in the MUTCD: The Flashing Yellow Arrow Presented at the 57 th Annual Traffic and Safety Conference May 17, 2006
New in the MUTCD: The Flashing Yellow Arrow Presented at the 57 th Annual Traffic and Safety Conference May 17, 2006 David A. Noyce, Ph.D., P.E. University of Wisconsin - Madison The FYA Story Research
More informationRock Road Transit. Northwest Plaza. Charles Rock Rd. Shopping Center Woodson & St. Center
35 Rock Road - Monday thru Friday EASTBOUND Effective: November 26, 2018 & Valley Industries 5:01A 5:07A 5:17A 5:28A 5:23A 5:30A 5:40A 5:51A 5:47A 5:54A 6:04A 6:16A 5:35A 5:41A 5:51A 5:58A 6:10A 6:17A
More informationOverview. Updated pictures of the intersection are shown in Exhibits 1 thru 4, and the aerial photo provided by Google Maps is shown in Exhibit 5.
Overview The (here in after referred to as the Village ) is submitting the follow up interim RLRC Safety Report for the intersection of Lincoln Highway (US 30) at Orchard Drive. Additional reports, as
More informationPer the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:
Per the Illinois Compiled Statutes, 625 ILCS 5/11-208.6 Automated Traffic Law Enforcement System: (k-7) A municipality or county operating an automated traffic law enforcement system shall conduct a statistical
More informationCHAPTER 1 STANDARD PRACTICES
CHAPTER 1 STANDARD PRACTICES OBJECTIVES 1) Functions and Limitations 2) Standardization of Application 3) Materials 4) Colors 5) Widths and Patterns of Longitudinal Pavement Marking Lines 6) General Principles
More informationNCUTCD Proposal for Changes to the Manual on Uniform Traffic Control Devices
1 2 3 4 5 6 7 NCUTCD Proposal for Changes to the Manual on Uniform Traffic Control Devices Attachment No.: 2 Item # 18B-RW-02 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 TECHNICAL
More informationTRAFFIC CONTROL DEVICES ON EDGEWATER BOULEVARD AT PORT ROYAL AVENUE (NORTH)
Attachment 2 DATE: August 6, 2012 TO: VIA: FROM: SUBJECT: Mayor and Members of the City Council James C. Hardy, City Manager Ramon Towne, Director of Public Works Leah Edwards, Assistant Engineer TRAFFIC
More informationPer the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:
Per the Illinois Compiled Statutes, 625 ILCS 5/11-208.6 Automated Traffic Law Enforcement System: (k-7) A municipality or county operating an automated traffic law enforcement system shall conduct a statistical
More informationWhat's in the 2012 California MUTCD for Pedestrians, Bicyclists, and School Areas?
What's in the 2012 California MUTCD for Pedestrians, Bicyclists, and School Areas? CA MUTCD 2012 edits by John Ciccarelli Member, California Traffic Control Devices Committee Member, NCUTCD Bicycle Technical
More informationDriver Behavior Characteristics at Urban Signalized Intersections
Schattler and Datta Page 0 Driver Behavior Characteristics at Urban Signalized Intersections Kerrie L. Schattler, Ph.D. Assistant Professor Department of Civil and Environmental Engineering Wayne State
More informationTRAFFIC AND SAFETY CONFERENCE October 18, 2017 FLASHING YELLOW ARROWS
TRAFFIC AND SAFETY CONFERENCE October 18, 2017 FLASHING YELLOW ARROWS FLASHING YELLOW ARROWS LEFT TURN YIELD ON FLASHIN G ARROW How did it get started Early Research Our projects Outreach Construction
More informationColumbia Pike Implementation Team (CPIT) Meeting
Columbia Pike Implementation Team (CPIT) Meeting November 30, 2010 Agenda Introductions / Purpose of Meeting Review of project goals Multimodal project: 10% street design between the curbs Discussion Multimodal
More informationOutline. TAMU Campus Projects TxDOT Innovative Research Project Mobileye Shield+ Pilot
Outline TAMU Campus Projects TxDOT Innovative Research Project Mobileye Shield+ Pilot How Does Initiative Work? Campus Transportation Technology Initiative Solicit technology demonstrations via RFI process
More informationOn Road Bikeways Part 1: Bicycle Lane Design
On Road Bikeways Part 1: Bicycle Lane Design Presentation by: Nick Jackson Bill Schultheiss, P.E. September 04, 2012 FOLLOW THE CONVERSATION ON TWITTER Toole Design Group is live tweeting this webinar
More informationEvaluation of Blue Confirmation Lights on Red Light Running at Signalized Intersections in. Lawrence, Kansas: A Case Study Kwaku Frimpong Boakye
Evaluation of Blue Confirmation Lights on Red Light Running at Signalized Intersections in Lawrence, Kansas: A Case Study By 2014 Kwaku Frimpong Boakye Submitted to the graduate degree program in Civil,
More informationPEDESTRIAN CROSSING STATISTICS
PEDESTRIAN SAFETY UTILIZATION OF RRFB AND HYBRID BEACONS WILLIAM (BILL) MARSHALL PEDESTRIAN CROSSING STATISTICS STUDIES INDICATE CROSSWALK COMPLIANCE IS FROM 4% 30% HAWAII REPORTED 50 NON YIELDS TO PEDESTRIANS
More informationPOWELL BUTTE HIGHWAY/NEFF ROAD INTERSECTION Interim Report: Existing Conditions, Needs, and Alternatives Review
POWELL BUTTE HIGHWAY/NEFF ROAD INTERSECTION Interim Report: Existing Conditions, Needs, and Alternatives Review Date: December 30, 2013 Project #: 13963.0 To: Chris Doty PE and George Kolb, Deschutes County
More informationIn-Roadway Warning Light Systems Overview, Evaluation, Installation and Investment Considerations
Overview, Evaluation, Installation and Investment Considerations Traffic Safety Corp www.xwalk.com 888-446-9255 IMSA Vancouver, WA June 5, 2012 Copyright 2011 Traffic Safety Corp. All rights reserved Traffic
More informationTRAFFIC ACCIDENT ANALYSIS
TRAFFIC ACCIDENT ANALYSIS Westheimer at Chimney Rock and Westheimer at Dunvale Prepared for Prepared by Klotz Associates, Inc. 1160 Dairy Ashford, Suite 500 Houston, Texas 77079 The preparation of this
More informationPART 4 HIGHWAY TRAFFIC SIGNALS
2016 Edition Page 111 PART 4 HIGHWAY TRAFFIC SIGNALS CHAPTER 4A. GENERAL [This is a new section. There is no corresponding section in the MUTCD.] Section 4A.100 Traffic Control Device Alternatives for
More informationYellow and Red Intervals It s Just a Matter of Time. 58 th Annual Alabama Transportation Conference February 9, 2015
Yellow and Red Intervals It s Just a Matter of Time 58 th Annual Alabama Transportation Conference February 9, 2015 Presentation Content Background on Timing Methodology Findings and Recommendations from
More informationDevelopment of Left-Turn Operations Guidelines at Signalized Intersections
TxDOT 0-5840-1 http://itri.tsu.edu/reports/txdot_5840-r1.pdf Development of Left-Turn Operations Guidelines at Signalized Intersections August 2008 By Lei Yu, Ph.D., P.E., Yi Qi, Ph.D. Hongxi Yu Lei Guo
More informationLf Wv-11 L_ Mario Dupigny-G iroux, P.E. Traffic Safety Engineer. ja WTtffiti. _J~?feL. \~tk 1pp Research Technician
Activated Approach Flasher System Final Report October 2009 Report 2009-11 Reporting on Work Plan No. W P 2006-R-1 State of Vermont Agency of Transportation Materials and Research Section Prepared by:
More informationSCOPE Application, Design, Operations,
SCOPE Application, Design, Operations, Maintenance, etc.: Typical Traffic Control Signals Pedestrian Hybrid Beacons Emergency Vehicle One-Lane/Two-Way Facilities, Freeway Entrance Ramps, and Movable Bridges
More informationDesigning for Bicyclist Safety at Crossings and Intersections
Designing for Bicyclist Safety at Crossings and Intersections Brooke Struve Federal Highway Administration Greg Bakos VHB April 27, 2017 Housekeeping Problems with audio? Dial into the phone line instead
More informationLED Blank-Out Signs. City of Toronto. Presentation to ITS Canada June 19, 2018
LED Blank-Out Signs BY-LAW TURN PROHIBITIO N ENHANCEMENT City of Toronto Presentation to ITS Canada June 19, 2018 Hong (Julia) Fu, P.Eng. Senior Engineer, ITS Capital Delivery Traffic Management Centre
More informationAttachment No. 4 Approved by National Committee Council
Attachment No. 4 Approved by National Committee Council The Signals Technical Committee distributed a technical committee recommendation to sponsors concerning pedestrian hybrid beacons following the January
More informationBicycle - Motor Vehicle Collisions on Controlled Access Highways in Arizona
Bicycle - Motor Vehicle Collisions on Controlled Access Highways in Arizona Analysis from January 1, 1991 to June 30, 2002 Richard C. Moeur, PE Traffic Design Manager, Northern Region Michelle N. Bina
More informationAcknowledgements. Mr. David Nicol 3/23/2012. Daniel Camacho, P.E. Highway Engineer Federal Highway Administration Puerto Rico Division
Daniel Camacho, P.E. Highway Engineer Federal Highway Administration Puerto Rico Division Acknowledgements Mr. David Nicol Director, FHWA Office of Safety FHWA Office of Safety http://safety.fhwa.dot.gov/provencountermeasures/
More informationTexas Intersection Safety Implementation Plan Workshop JUNE 2, 2016
Texas Intersection Safety Implementation Plan Workshop JUNE 2, 2016 Why Intersection Safety? A small part of overall highway system, but Each year roughly 50% of all crashes estimated 3 million involve
More informationPEDESTRIAN CROSSING SOLUTIONS ANDREA HARTH, PE, PTOE TEC ENGINEERING, INC.
PEDESTRIAN CROSSING SOLUTIONS ANDREA HARTH, PE, PTOE TEC ENGINEERING, INC. Pedestrian Safety 2017 Pedestrian Crashes in Ohio Crash Severity Number % Fatal Crash 141 4.9% Injury Crash 2546 89.1% Property
More informationREPORT ON RED-LIGHT MONITORING SYSTEMS
REPORT ON RED-LIGHT TRAFFIC CONTROL SIGNAL MONITORING SYSTEMS Prepared by the New Jersey Department of Transportation November 2011 Executive Summary Public Law 2007, Chapter 348 (P.L. 2007, c.348), signed
More informationPedestrian Hybrid Beacons
Pedestrian Hybrid Beacons Ronnie Bell Austin Transportation Department & NCUTCD Signals Technical Committee Pedestrian WHAT? What is it and why are we talking about it? FHWA issued new MUTCD - December
More informationConversion of One-Way Couplet Streets to Two-Way
Conversion of One-Way Couplet Streets to Two-Way May 5, 2016 Oklahoma Traffic Engineers Association 2016 Spring Meeting, Tulsa, OK Kevin St. Jacques, P.E., PTOE, PTP Freese and Nichols Overview Initial
More informationParisi TRANSPORTATION CONSUtllHG
Attachment 1 To: Jonathan Goldman, P.E., QSD, CFM From: Cc: David Parisi, P.E., Curt Harrington, E.l.T. Andrew Davidson, P.E. Date: June 6, 2016 Subject: Bridgeway - Uncontrolled Crosswalk Tool and Location
More informationMonroe County Department of Transportation Vertical Curve Safety Study
Monroe County, New York PREPARED FOR: Monroe County Department of Transportation 50 West Main Street Suite 6100 Rochester, NY 14614 PREPARED BY: 255 East Avenue Rochester, New York 14604 project # 434934
More informationShortening or omitting a pedestrian change interval when transitioning into preemption
Signals #1 NOTE: This is a recommendation by the Signals Technical Committee of the NCUTCD. It is being distributed to the NC Sponsoring agencies for review and is subject to revision. This recommendation
More informationJ Street and Folsom Boulevard Lane Conversion Project (T ) Before and After Traffic Evaluation
J Street and Folsom Boulevard Lane Conversion Project (T15125400) Before and After Traffic Evaluation Prepared by Transportation Division June 2014 Executive Summary On February 12, 2013, the City of Sacramento
More informationHuman factors studies were simulator-based studies not transferable Safety impacts were not well understood
6-inch Edge Lines 10 years ago Agencies liked the looks of wider edge lines but did not have evidence to support broad implementation. Implemented mostly on Interstate and similar highways Limited operations-based
More informationCITY OF WEST LAKE HILLS. Forest View Neighborhood Traffic Calming Study
CITY OF WEST LAKE HILLS 901 South Mopac Expressway Building V, Suite 220 Austin, Texas 78746 Texas P.E. Firm Registration No. F-929 Klotz Associates Final Report Submittal: March 20, 2015 Revised Final
More informationIntroduction to Traffic Signal Timing
Introduction to Traffic Signal Timing Course No: C-7 Credit: PDH Jeffrey W. Buckholz, Ph.D., P.E., PTOE Continuing Education and Development, Inc. 9 Greyridge Farm Court Stony Point, NY 98 P: (877) -58
More informationTraffic Control Devices
533372 Highway Engineering Traffic Control Devices Traffic Control Devices o The media by which traffic engineers communicate with drivers o Every traffic law, regulation, or operating instruction must
More informationNew Trends In Temporary Traffic Control (TTC) Spring Occupational Safety & Health Committee Conference Philadelphia, PA
New Trends In Temporary Traffic Control (TTC) Spring Occupational Safety & Health Committee Conference Philadelphia, PA Michael Kelly Work history - Fire service member of 30 years (retired at the rank
More informationPavement Markings: Past, Present, and Future. TxDOT Short Course October 2016
Pavement Markings: Past, Present, and Future TxDOT Short Course October 2016 Then 1911 640,000 registered vehicles in the US 200,000 miles of paved roads 2,000 fatalities First Pavement Markings 1911 Wayne
More informationEnclosure 1. Crimson Drive Traffic Safety and Calming Review Report
Enclosure 1 Crimson Drive Traffic Safety and Calming Review Report Prepared by: Tahir Hameed, P.Eng. Traffic Safety Engineer Planning Engineering and Safety Transportation Planning and Engineering Date:
More informationPre-Plan Consultation Summary
Transportation Master Plan Pre-Plan Consultation Summary Thursday July 7, 2011 Presentation ti Outline Consultation Objectives Scope of Consultation Who Responded? What did we hear? How well did we connect?
More informationONTARIO REGULATION 239/02 MUNICIPAL ACT MINIMUM MAINTENANCE STANDARDS FOR MUNICIPAL HIGHWAYS
ONTARIO REGULATION 239/02 made under the MUNICIPAL ACT Made: July 23, 2002 Filed: August 8, 2002 MINIMUM MAINTENANCE STANDARDS FOR MUNICIPAL HIGHWAYS Definitions 1. (1) In this Regulation, cm means centimetres;
More informationIMPROVING SAFETY AT SIGNALIZED INTERSECTIONS NEAR ERTICAL CURVES
1. Report No. FHWA/TX-05/0-4084-1 4. Title and Subtitle 2. Government Accession No. 3. Recipient's Catalog No. IMPROVING SAFETY AT SIGNALIZED INTERSECTIONS NEAR ERTICAL CURVES Technical Report Documentation
More informationHard Shoulder Running is a valuable tool July 14, Dean H. Gustafson, PE, PTOE State Operations Engineer VDOT Operations Division
Hard Shoulder Running is a valuable tool July 14, 2016 Dean H. Gustafson, PE, PTOE State Operations Engineer VDOT Operations Division Virginia 2 VDOT s Statewide Operations Program Operations Statistics
More informationPublic Works Update Safety Campaign. Second Quarter Report
Public Works Update Safety Campaign Second Quarter Report City Council Worksession January, Citywide Collision Data,,, Overall reduction in crashes.% Its RED FOR A REASON! Control Intersections Collisions
More informationPer the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:
Per the Illinois Compiled Statutes, 625 ILCS 5/11-208.6 Automated Traffic Law Enforcement System: (k-7) A municipality or county operating an automated traffic law enforcement system shall conduct a statistical
More informationDesigning for Pedestrians: An Engineering Symposium. Rutgers University March 21, 2013
Designing for Pedestrians: An Engineering Symposium Rutgers University March 21, 2013 The Problem 2 Pedestrian Fatalities Pedestrian Fatalities by Year in US (1994-2010) 6000 5000 4000 3000 2000 1000 0
More informationTransforming Traffic Signals to Support Sustainability: Applications, Ideas, & Research
Transforming Traffic Signals to Support Sustainability: Applications, Ideas, & Research MARCH 4, 2011 Presented by: Peter Koonce, PE Division Manager, City of Portland Signals, Street Lighting, & ITS Overview
More informationLake Zurich Police Department Traffic Safety Division 200 Mohawk Trail Lake Zurich, IL 60047
Lake Zurich Police Department Traffic Safety Division 200 Mohawk Trail Lake Zurich, IL 60047 Telephone (847) 719-1690 Fax (847) 719-1691 January 15, 2015 This report is being submitted regarding the implementation
More informationPer the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:
Per the Illinois Compiled Statutes, 625 ILCS 5/11-208.6 Automated Traffic Law Enforcement System: (k-7) A municipality or county operating an automated traffic law enforcement system shall conduct a statistical
More informationZlatko Krstulich, P.Eng. City of O9awa
Zlatko Krstulich, P.Eng. City of O9awa 1. Introduction to the Ontario Traffic Manual Series 2. What is OTM Book 18: Bicycle Facilities? 3. Study / Committee Team Members 4. Brief overview of the content
More informationNational Committee on Uniform Traffic Control Devices RWSTC RECOMMENDATION FOLLOWING SPONSOR COMMENTS
1 2 3 ATTACHMENT NO. 1 RW No. 1, Jan 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 National Committee on Uniform Traffic Control Devices
More informationPer the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:
Per the Illinois Compiled Statutes, 625 ILCS 5/11-208.6 Automated Traffic Law Enforcement System: (k-7) A municipality or county operating an automated traffic law enforcement system shall conduct a statistical
More informationPer the Illinois Compiled Statutes, 625 ILCS 5/ Automated Traffic Law Enforcement System:
Per the Illinois Compiled Statutes, 625 ILCS 5/11-208.6 Automated Traffic Law Enforcement System: (k-7) A municipality or county operating an automated traffic law enforcement system shall conduct a statistical
More informationCARE AND VIGILANCE SAVE LIVES!
CARE AND VIGILANCE SAVE LIVES! PEDESTRIAN, Be Safety Conscious! Each day, approximately ten pedestrians are involved in traffic accidents throughout Québec. If you use the province s road network on foot,
More informationComparison of Turning Movement Count Data Collection Methods for a Signal Optimization Study. White Paper
Comparison of Turning Movement Count Data Collection Methods for a Signal Optimization Study White Paper Grand Rapids Southfield Traverse City www.urscorp.com May 2011 Comparison of Turning Movement Count
More informationCROSSING GUARD PLACEMENT CONSIDERATIONS AND GAP ASSESSMENT
CROSSING GUARD PLACEMENT CONSIDERATIONS AND GAP ASSESSMENT Many factors contribute to the need for a Crossing Guard. General federal guidance, provided by the FHWA MUTCD, states that adult crossing guards
More informationTRIAL EVALUATION OF WIDE, AUDIO-TACTILE, CENTRELINE CONFIGURATIONS ON THE NEWELL HIGHWAY
TRIAL EVALUATION OF WIDE, AUDIO-TACTILE, CENTRELINE CONFIGURATIONS ON THE NEWELL HIGHWAY Connell D.J., Smart W.J, Levett S., Cleaver M., Job R.F.S., de Roos M., Hendry T., Foster J., Saffron D... New South
More informationAdvance Yield Markings Reduce Motor Vehicle/Pedestrian. Conflicts at Multilane Crosswalks with an Uncontrolled Approach.
Advance Yield Markings Reduce Motor Vehicle/Pedestrian Conflicts at Multilane Crosswalks with an Uncontrolled Approach by Ron Van Houten Mount Saint Vincent University J.E. Louis Malenfant Center for Education
More informationWashington St. Corridor Study
FIGURE 7.17 Bridge Alternatives - Cross Sections 86 Discarded Alternative: Short-Term Bridge Repair Short-term repairs and west bridge span replacement were considered during analysis. Short-term repairs
More informationTexas Intersection Safety Implementation Plan (ISIP): Project Overview & Preliminary Findings. April 15, 2016
Texas Intersection Safety Implementation Plan (ISIP): Project Overview & Preliminary Findings April 15, 2016 2 Introductions North Central Texas Council of Governments (Dallas Fort Worth area) Capital
More informationRevisions to the TxDOT Guide for Determining Time Requirements for Traffic Signal Preemption at Highway-Rail Grade Crossings
Revisions to the TxDOT Guide for Determining Time Requirements for Traffic Signal Preemption at Highway-Rail Grade Crossings Srinivasa Sunkari, PE, PMP Texas A&M Transportation Institute 2018 Joint Western
More informationOrange County Rail-Highway Grade Crossing Safety Enhancement Program. City of San Juan Capistrano April 17, 2012
Orange County Rail-Highway Grade Crossing Safety Enhancement Program City of San Juan Capistrano April 17, 2012 Orange County Rail-Highway Grade Crossing Safety Enhancement Program (OCX) 52 crossings 8
More informationSUPERSTREETS IN TEXAS. ITS Texas Annual Meeting San Marcos, Texas Session 6A - Operations November 11, 2011
SUPERSTREETS IN TEXAS ITS Texas Annual Meeting San Marcos, Texas Session 6A - Operations November 11, 2011 1 Superstreet Corridor Location 2 3 US Highway 281 2007 Looking south above Evans Road, pm peak
More informationEVALUATING THE IMPACT OF TWO ALLOWABLE PERMISSIVE LEFT-TURN INDICATIONS
EVALUATING THE IMPACT OF TWO ALLOWABLE PERMISSIVE LEFT-TURN INDICATIONS Michael A. Knodler Jr., Ph.D. Assistant Professor Department of Civil and Environmental Engineering University of Massachusetts-Amherst
More informationAnalysis of the Red Light Camera Program in Garden Grove, CA By Jay Beeber, Executive Director, Safer Streets L.A., Member ITE
Analysis of the Red Light Camera Program in Garden Grove, CA By Jay Beeber, Executive Director, Safer Streets L.A., Member ITE The following report is a detailed discussion of the Red Light Camera (RLC)
More informationPavement Markings to Reduce Lane Departure Crashes. Paul Carlson, PhD, PE Road Infrastructure Inc.
Pavement Markings to Reduce Lane Departure Crashes Paul Carlson, PhD, PE Road Infrastructure Inc. 1 6-inch Edge Lines 10 years ago Agencies liked the looks of wider edge lines but did not have evidence
More informationDynamic Change of Left Turn Phase Sequence between Time-Of- Day Patterns Operational and Safety Impacts Abstract
Dynamic Change of Left Turn Phase Sequence between Time-Of- Day Patterns al and Safety Impacts L. Kanth Nandam, P.E. and T. Douglas Hess, P.E. Abstract Left turn phase sequences has long been a discussion
More informationWhat Engineering Can Do for You! Low Cost Countermeasures for Transportation Safety
What Engineering Can Do for You! Low Cost Countermeasures for Transportation Safety Adam Larsen Safety Engineer Federal Highway Administration 360-619-7751 Adam.Larsen@DOT.GOV Adam Larsen TTP Safety Engineer
More informationINTERSECTION SAFETY STUDY State Route 57 / Seville Road
INTERSECTION SAFETY STUDY State Route 57 / Seville Road City of Wadsworth, Medina County, Ohio Prepared For: City of Wadsworth Engineering Department 120 Maple Street Wadsworth, OH 44281 Prepared By: GPD
More informationTHE DEVELOPMENT OF MALAYSIAN HIGHWAY RAIL LEVEL CROSSING SAFETY SYSTEMS: A PROPOSED RESEARCH FRAMEWORK. Siti Zaharah Ishak
THE DEVELOPMENT OF MALAYSIAN HIGHWAY RAIL LEVEL CROSSING SAFETY SYSTEMS: A PROPOSED RESEARCH FRAMEWORK Siti Zaharah Ishak Transport System Centre, School of Natural & Built Environments, University Of
More informationHSIS. Association of Selected Intersection Factors With Red-Light-Running Crashes. State Databases Used SUMMARY REPORT
HSIS HIGHWAY SAFETY INFORMATION SYSTEM The Highway Safety Information Systems (HSIS) is a multi-state safety data base that contains accident, roadway inventory, and traffic volume data for a select group
More informationFigure 1: Vicinity Map of the Study Area
ARIZONA TEXAS NEW MEXICO OKLAHOMA May 5, 2016 Mr. Anthony Beach, P.E. BSP Engineers 4800 Lakewood Drive, Suite 4 Waco, Texas 76710 Re: Intersection and Access Analysis along Business 190 in Copperas Cove
More informationDesigning Safety into Highway-Rail Grade Crossing Projects
Designing Safety into Highway-Rail Grade Crossing Projects February 13, 2017 Copyright 2016 by CTC, Inc. (CTC) Overview of Grade Crossing Safety 2 A train strikes a vehicle or person every 4 hours in U.S.
More information