Super 2: Recent Research in Energy Corridors

Similar documents
Left-Turn Lane Design NCHRP Project 3-102

RURAL HIGHWAY SHOULDERS THAT ACCOMMODATE BICYCLE AND PEDESTRIAN USE (TxDOT Project ) June 7, Presented by: Karen Dixon, Ph.D., P.E.

Safety Impacts: Presentation Overview

Pedestrian Treatments by

Safety Implications of Managed Lane Cross Sectional Elements (Buffer Width vs. Shoulder Width vs. Lane Width)

Roadway Safety Design

STANLEY STREET December 19, 2017

ENGINEERING DRIVER SAFETY INTO PAVEMENT PRESERVATION

THE FUTURE OF THE TxDOT ROADWAY DESIGN MANUAL

US 69 RELIEF ROUTE STUDY

Pavement Markings (1 of 3)

Characteristics of Fatal Pedestrian Crashes on Freeways. Kay Fitzpatrick Texas A&M Transportation Institute

Access Location, Spacing, Turn Lanes, and Medians

Transportation Advisory Board

20. Security Classif. (of this page) Unclassified

FM 471. Open House Public Meeting FM 471

Guidelines for Integrating Safety and Cost-Effectiveness into Resurfacing, Restoration, and Rehabilitation Projects

Effects of Traffic Signal Retiming on Safety. Peter J. Yauch, P.E., PTOE Program Manager, TSM&O Albeck Gerken, Inc.

RAISED MEDIAN EFFECTIVENESS

Geometric Design, Speed, and Safety

20. Security Classif.(of this page) Unclassified

Roundabouts are good for business

100 Most Congested Roadways in Texas

Evaluation of LED-Outlined Backplates at Intersections With Light Rail Lines In Houston, Texas

and Rural Multimodal Networks 2017 ALTA PLANNING + DESIGN

Access Management in the Vicinity of Intersections

City of Wayzata Comprehensive Plan 2030 Transportation Chapter: Appendix A

SUPERSTREETS IN TEXAS. ITS Texas Annual Meeting San Marcos, Texas Session 6A - Operations November 11, 2011

Design of Turn Lane Guidelines

Speed Management Action Plan

Speed Management Techniques for Collectors and Arterials

100 Most Congested Roadways in Texas

South Carolina Department of Transportation. Engineering Directive

INNOVATIVE INTERSECTION DESIGN

Colorado Department of Transportation Crash Data Program Alisa Babler, PE

To Illuminate or Not to Illuminate: Roadway Lighting as It Affects Traffic Safety at Intersections

7 DESIGN CRITER RIA 7.1 Design Space Requirements

TRAFFIC STUDY. Birch Bluff Road / Pleasant Avenue 01/15/2018. City of Tonka Bay 4901 Manitou Road Tonka Bay, MN WSB PROJECT NO.

Complete Street Analysis of a Road Diet: Orange Grove Boulevard, Pasadena, CA

PERFORMANCE OF THE ADVANCE WARNING FOR END OF GREEN SYSTEM (AWEGS) FOR HIGH SPEED SIGNALIZED INTERSECTIONS

Design Guidance for Intersection Auxiliary Lanes (NCHRP Project Report 780) September 13, 2016

Access Management Benefits & Techniques. Access Management Workshop June 2, 2006

Alberta Highway 881. Corridor Management Plan. Session Forum 1 - Highways. Tri-Party Transportation Conference Moving Alberta Into the Future

Proven Safety Countermeasures. FHWA Office of Safety January 12, :00 p.m. to 2:00 p.m. Eastern Time

Texas Transportation Institute The Texas A&M University System College Station, Texas

ALLEY 24 TRAFFIC STUDY

TRAFFIC SIGNAL WARRANT STUDY

Public Opinion, Traffic Performance, the Environment, and Safety After Construction of Double-Lane Roundabouts

Cotton Belt Corridor PE/EIS

City of Elizabeth City Neighborhood Traffic Calming Policy and Guidelines

PEDESTRIAN SAFETY IMPROVEMENT EVALUATION GUIDELINE FOR UNCONTROLLED CROSSINGS

CHAPTER 8 APPLICATION AND INTERPRETATION OF CONGESTION MEASURES

NCHRP Superelevation Criteria for Sharp Horizontal Curves on Steep Grades. Research Team: MRIGlobal Pennsylvania State University

DESIGN BULLETIN #66/2010

HSIS. Association of Selected Intersection Factors With Red-Light-Running Crashes. State Databases Used SUMMARY REPORT

2.0 LANE WIDTHS GUIDELINE

Geometric Design Tables

J Street and Folsom Boulevard Lane Conversion Project (T ) Before and After Traffic Evaluation

Highway Capacity and LOS. Reading Assignment: pgs

4.0 IDENTIFICATION OF DEFICIENCIES

REDUCING COLLISIONS AT HIGH CRASH LOCATIONS

SPEED MANAGEMENT FOR VISION ZERO

CHAPTER 7 CIRCULATION

Basic Idea MEANS TO REDUCE OPERATING SPEEDS ON CURVES. Objectives. Review of Literature. CE 635 Highway Safety Spring 09

This guidance applies to all five scenarios for toll facility implementation:

FHWA Resources for Pedestrian and Bicycle Professionals

KDOT Access Management Policy (AMP)

Making the Right Call in Sisseton. Mark Malone, PE SD DOT

Performance Measures Target Setting NCTCOG Public Meetings

appendix b BLOS: Bicycle Level of Service B.1 Background B.2 Bicycle Level of Service Model Winston-Salem Urban Area

Appendix A: Safety Assessment

Route 29 Corridor Assessment Update. Development of Possible Solutions

Closing Plenary Session

Access Management Standards

New Jersey Department of Transportation. Safety Impact Teams. May 22, 2007 Patricia Ott, P. E. Director, Traffic Engineering & Safety

TRB Managed Lanes Conference May 22 24, 2012, Oakland, CA

Multilane Highways 54

This Technical Memorandum extends the expiration date of Technical Memorandum TS-07 to August 1, 2021 unless superseded prior to that date.

A Traffic Operations Method for Assessing Automobile and Bicycle Shared Roadways

10.0 CURB EXTENSIONS GUIDELINE

FYG Backing for Work Zone Signs

Transportation Knowledge

133 rd Street and 132 nd /Hemlock Street 132 nd Street and Foster Street MINI ROUNDABOUTS. Overland Park, Kansas

Planning Guidance in the 2012 AASHTO Bike Guide

TABLE OF CONTENTS. Executive Summary

Topic No January 2000 Manual on Uniform Traffic Studies Revised July Chapter 8 GAP STUDY

Figure 1: Graphical definitions of superelevation in terms for a two lane roadway.

EFFECT OF GEOMETRIC FACTORS ON LATERAL POSITION OF VEHICLES IN FREEWAY BUFFER SEPARATED MANAGED LANES

General References Definitions. (1) Design Guidance. (2) Supporting Information

FM 471 PROJECT. OPEN HOUSE FM 471 (Culebra Road) from SH 211 to Old FM 471 Medina and Bexar Counties. FM 471 Project

Texas Driver Education Classroom and In-car Instruction Model Curriculum

IH 20 RANGER HILL PUBLIC MEETING

Chapter Twenty-eight SIGHT DISTANCE BUREAU OF LOCAL ROADS AND STREETS MANUAL

PERFORMANCE ACTIVITY 613 IMPACT ATTENUATOR WORK DESCRIPTION 3

Safety Benefits of Raised Medians and Pedestrian Refuge Areas. FHWA Safety Program.

Crash Data Analysis for Converting 4-lane Roadway to 5-lane Roadway in Urban Areas

DEPARTMENT OF ENVIRONMENTAL SERVICES. North Harrison Street (Lee Highway to Little Falls Road) Comparative Analysis. Prepared for:

DOT Policy and Procedure Integrity Excellence Respect

Why do you think the chances of a collision are greater at an intersection than at any other point on the roadway?

Truck Climbing Lane Traffic Justification Report

Transcription:

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, Section 6) In Texas, a Super 2 highway is defined as a two-lane rural highway in which periodic passing lanes have been added to allow passing of slower vehicles and the dispersal of traffic platoons

Current Practice TS2 (PL-1) 12 [Alternating]

Current Practice TS2 (PL-1) 12 [Separated] Optional 4 Dotted Extension Line

Super 2 Highways Operations Recommendations, 0-6135 Eliminate use of ADT as upper limit ADT as tool to prioritize competing projects Addition of lanes preferable to added length Marginal benefits for >2 mi at less than 10000 ADT >3 mi length should be used sparingly, avoid longer than 4 mi

Measures Super 2 Highways Safety Study Results, 0-6135 Segment Value Segment & Intersection After crashes (actual) 40 46 Crash predicted (EB estimate) 61.7 79.3 Percent reduction 35% 42% Statistically significant @ 95% yes yes

TxDOT 2016 Study, 0-6806 Small effort focused on energy corridors Identify how heavy truck characteristics could influence roadway design guidance for rural two-lane highways Develop 2-pg briefing sheets on treatments Available at: https://static.tti.tamu.edu/tti.tamu.edu/documents/0-6806-tti-p1.pdf

TxDOT 2016 Study, 0-6806 Traffic: Field Data Collection Data collection in September 2016 Four corridors with energy exploration facilities: Eagle Ford -- US-183 and SH 72 (w/ passing lanes) Permian Basin -- US-285 and SH 302 (no passing lanes) Components: Video of operations Spot speeds Site characteristics

Speed (mph) TxDOT 2016 Study, 0-6806 Traffic: Observed Spot Speeds Sites with passing lanes, 72 and 183 Speed difference between cars and trucks is lower Speed variability (standard deviation) is smaller Average speeds are closer to posted speed limit 80 75 70 65 60 55 50 45 40 Free-Flow Vehicles PC Truck PSL 72 D 72 U 183 D 183 U 302 D 285 D 285 U Highway, U=Up or D=Down from Recording Location

TxDOT 2016 Study, 0-6806 Super 2 Highways, Design Consistency TxDOT RDM provides for passing lane length: Desirable: 1.5 2 mi (longer passing lanes are acceptable, but not recommended more than 4 miles. Consider switching the direction if more than 4 miles) Observation: when varying passing lane lengths are used, driver expectancy is violated, therefore, consistent passing lane length is desirable Signing and pavement markings used to inform drivers of next passing lane

TxDOT 2016 Study, 0-6806 Super 2, Review Current Practices Approximately 20 Super 2 corridors, primarily in south and northwest Texas More under construction, in PS&E, or on wish lists Corridor lengths = 12 to 69 miles Can span multiple counties Some have been extended since 0-6135

TxDOT 2016 Study, 0-6806 Summary of Review via Google Earth Passing lane lengths vary greatly Generally between 0.85 mi and 1.85 mi Advance signing not always present Pavement markings Dotted line observed at 7 of 20 sites Arrow marking observed at 7 of 20 sites Saw examples of turning/speed change lanes within Super 2

TxDOT 2016 Study, 0-6806: Suggestions Designing Energy Corridor Treatments Super 2 Highways Use! Super 2 Passing Lane Lengths Room for improvements in consistency of length used No evidence supporting a change in desired length at this time (i.e., use 1.5 2 mi)

TxDOT 2016 Study, 0-6806: Suggestions Designing Energy Corridor Treatments Super 2 Signing & Markings Room for improvements in consistency of use No evidence supporting changes to TS-2 other than the potential of adding an (optional) example of an end of lane arrow Example from Minnesota: ***place transition arrows adjacent to lane reduction signs **** lane reduction transition arrows are optional for speeds less than 45 mph Source: http://www.dot.state.mn.us/traffic eng/pavement/typicaldetail/passin gandtransitionlanes.pdf

TxDOT 2016 Study, 0-6806: Questions for Energy Corridor Treatments Much is still unknown about the needs of trucks to pass on two-lane highways, particularly trucks passing other trucks Increasing issue: cars passing multiple trucks (platoons or convoys) How to handle passenger cars passing convoys of trucks?

TxDOT 2016 Study, 0-6806 Closing Report (Tech Briefs) available at: https://static.tti.tamu.edu/tti.tamu.edu/documents/0-6806-tti- P1.pdf TRB paper on Potential Effects of Heavy Vehicles on Operations of Super 2 Highways Questions: Kay Fitzpatrick, K-Fitzpatrick@tamu.edu Marcus Brewer, M-Brewer@tamu.edu Jon Epps, J-Epps@tamu.edu Bill Stockton, B-Stockton@tamu.edu