Skid Resistance Considerations in the Flexible Pavement Design System

Steitle, David C.; McCullough, B. Frank; Texas Transportation Institute. Texas A&M University; University of Texas at Austin. Center for Highway Research

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

Skid Resistance Considerations in the Flexible Pavement Design System

1972-04-01
By Steitle, David C. ; McCullough, B. Frank

English

Details You May Also Like

Details:

Creators:

Steitle, David C. ; McCullough, B. Frank

Steitle, David C. ; McCullough, B. Frank Less -
Corporate Creators:

Texas Transportation Institute. Texas A&M University ; University of Texas at Austin. Center for Highway Research

Texas Transportation Institute. Texas A&M University ; University of Texas at Austin. Center for Highway Research Less -
Corporate Contributors:

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Aggregates British Accelerated Polishing Machine British Portable Tester Number Coefficient Of Friction Coefficients Flexible Pavements Nomographs Overlays (Pavements) Seal Coats Skid Resistance Skid Trailers Systems Analysis
Publication/ Report Number:

123-9 ; 1-8-69-123

123-9 ; 1-8-69-123 Less -
Resource Type:

Tech Report
Geographical Coverage:

United States ; Texas

United States ; Texas Less -
Corporate Publisher:

Texas Transportation Institute. Texas A&M University ; University of Texas at Austin. Center for Highway Research

Texas Transportation Institute. Texas A&M University ; University of Texas at Austin. Center for Highway Research Less -
Abstract:

This report summarizes work completed by Research Project 123 at the Center for Highway Research concerning skid resistance considerations in Flexible Pavement System (FPS). The study traces the progression of analysis and the development of a skid resistance decay model. Also presented is a method which the design engineer may find useful in applying skid resistance considerations to FPS. The method allows the elimination from FPS of those aggregates which would not provide adequate skid resistance performance for the given roadway requirements.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:f76a733ed24eca159f76f840e9a7bef481e7025bc5506792946e6030f3ec85b898331f9a4a03fd86a66a8b8c2578d3293df3c974fa19c9d6f7883062a4626434
Download URL:

/view/dot/81106/dot_81106_DS1.pdf
File Type:

[PDF-1.08 MB]