Quantitative relationship between crash risks and pavement skid resistance.

Long, Kan; Wu, Hui; Zhang, Zhanmin; Murphy, Mike; University of Texas at Austin. Center for Transportation Research

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Quantitative relationship between crash risks and pavement skid resistance.

2014-05-01
By Long, Kan ; Wu, Hui ; Zhang, Zhanmin ; ...

[PDF-1.19 MB]

English

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Details:

Creators:

Long, Kan ; Wu, Hui ; Zhang, Zhanmin ; Murphy, Mike

Long, Kan ; Wu, Hui ; Zhang, Zhanmin ; Murphy, Mike Less -
Corporate Creators:

University of Texas at Austin. Center for Transportation Research
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Benefit Cost Analysis Data Analysis Decision Making Highway Safety Pavement Maintenance Risk Assessment Skid Resistance Traffic Accidents
Publication/ Report Number:

FHWA/TX-13/0-6713-1
Resource Type:

Tech Report
Geographical Coverage:

Texas
Corporate Publisher:

Texas. Dept. of Transportation. Research and Technology Implementation Office
Abstract:

Faced with continuously increasing maintenance due to aging infrastructure, the Texas Department of

Transportation (TxDOT) is evaluating the potential impact of reduced funding on highway safety. The main

objective of this report is to develop a methodological procedure to identify threshold levels of pavement skid

resistance for highways in the context of traffic crashes, assisting TxDOT Administration and engineers in

making proper maintenance decisions. As a result, the efficiency and safety of the highway system could be

preserved. The scope of this study covers all types of state-maintained highways in Texas.
Format:

PDF
Funding:

0-6713
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:b4821bfb4ea53ad028af149ecb951b1edea53f2017c83f088a18338d99a46f49
Download URL:

https://rosap.ntl.bts.gov/view/dot/27448/dot_27448_DS1.pdf
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Quantitative relationship between crash risks and pavement skid resistance.

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