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

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

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

[PDF-1.08 MB]

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:

https://rosap.ntl.bts.gov/view/dot/81106/dot_81106_DS1.pdf
File Type:

No Additional Files

More +

Skid Resistance Considerations in the Flexible Pavement Design System

Details:

Supporting Files

You May Also Like