High Friction Surface Treatments ATSSA 2016

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HIGH FRICTION SURFACE TREATMENTS Darren McDaniel, P.E. Presented by Chris Lindsey, P.E. Date

Texas Safety Engineering Initiatives

February 2016

Table of Contents 1

Introduction

2

High Friction Surface Treatment in Texas Highway Safety Improvement Program

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Systemic High Friction Surface Treatment Study

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Evaluating the Need for Surface Treatments on Horizontal Curves

5

Questions

(TXDOT 0-6714)

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Introduction  Safety Engineer – Darren McDaniel, P.E.– Presented by Chris Lindsey, • Transportation Engineer –Design Division

– Texas Department of Transportation

 Researchers – Mike Pratt, Srinivas Geedipally, Brooke Ullman – Texas A&M Transportation Institute

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High Friction Surface Treatment in Texas HSIP  Added to Texas Highway Safety Improvement Program in 2013 • High-friction surface treatment (Curves) • High-friction surface treatment (Intersections)

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High Friction Surface Treatment in Texas HSIP  Crash Reduction Factor and Service Life

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High Friction Surface Treatment in Texas HSIP  Currently, have 110 projects programmed  $40 Million worth of projects  First High Friction Surface Treatment is expected to be installed spring 2016  Planned evaluation process

– KAB Crash Data 3yrs before vs 3yrs after

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Systemic High Friction Surface Treatment Study

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Systemic High Friction Surface Treatment Study

Systemic HFST Criteria Curve Risk Factors

Wet Weather Crashes Skid Values

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Systemic High Friction Surface Treatment Study

Curve Risk Factors  ADT (vehicles per day)

 Lane & Shoulder Widths  Truck Presence  Alignment

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Systemic High Friction Surface Treatment Study

Wet Weather Crashes  Identify Locations Higher than the Statewide Average for Percentage of Wet Weather Crashes

Statewide Average Percentage of Wet Weather Crashes in Texas in 2014  14.21 % Rural  12.32 % Urban Texas Safety Engineering Initiatives

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Systemic High Friction Surface Treatment Study

Skid Testing  Pavement Management Information System (PMIS) Skid testing is performed annually on approximately 25% of TxDOT maintained mileage (50% of the interstate)

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Evaluating the Need for Surface Treatments on Horizontal Curves (TXDOT 0-6714)

 Objectives – Assess the effectiveness of high-friction surface treatments at improving curve safety. How well do they work? – Develop guidelines for application of high-friction surface treatments. When and where are they needed?

 Scope – Horizontal curves

– High-speed roadways

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Evaluating the Need for Surface Treatments on Horizontal Curves (TXDOT 0-6714)

 Safety Data Analysis – Crash trends on curves

• All crashes • Wet-weather crashes • Run-off-road crashes

 Operational Data Analysis – Curve speeds in advance of, and throughout, the curve

– Lane placement in the curve

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Evaluating the Need for Surface Treatments on Horizontal Curves (TXDOT 0-6714)

 Safety Data Analysis

 Operational Data Analysis – Curve speed models – Lane placement models & insights into path corrections

Crash Modification Factor

– Skid number CMF

3

All crashes Wet-weather crashes Run-off-road crashes Wet-weather run-off-road crashes

2.5 2 1.5 1 0.5 0 0

20

40

60

80

100

Skid Number

Spacek, 2005 Texas Safety Engineering Initiatives

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Evaluating the Need for Surface Treatments on Horizontal Curves (TXDOT 0-6714)

Evaluate Curve using Margin of Safety Analysis

Improved by treatment Low margin of safety at PC

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Evaluating the Need for Surface Treatments on Horizontal Curves (TXDOT 0-6714)

 Expected Benefits – Reduction in crash and injury frequency (particularly in wet weather) – More effective diagnosis of curve safety problems • Location along curve • Adequacy of skid resistance in wet-weather conditions

– Identification of more cost-effective curve treatments

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Closure

Questions/Comments?  For More Information – Darren McDaniel, [email protected], (512) 416-3331 – Wade Odell, [email protected], (512) 416-4737 – Mike Pratt, [email protected], (979) 845-1907

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