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Title:

WYOMING METHOD OF FLEXIBLE PAVEMENT DESIGN

Accession Number:

00205909

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

DESIGN IS BASED ON CBR TESTS AND CBR WHEEL LOAD CURVES. ITEMS EVALUATED ARE: (1) ANNUAL PRECIPITATION; (2) WATER TABLE; (3) FROST ACTION; (4) EXISTING CONDITIONS, INCLUDING SURFACE DRAINAGE, SUBDRAINAGE, AND SNOW CONDITIONS; AND (5) ESTIMATED TRAFFIC. TESTS ARE MADE ON THE PRELIMINARY SOIL SAMPLES, THEN PRELIMINARY DESIGN, AND ESTIMATES, ARE ENTERED ON THE SOIL PROFILE, WHICH IS USED IN COMPLETING THE PLANS FOR THE PROJECT AND KEPT AS A PERMANENT RECORD OF THE PROJECT. CONSTRUCTION TESTS AND CONSTRUCTION DESIGN ARE ALSO ENTERED ON THE SOIL PROFILE. ANY CHANGES IN CONDITIONS OR DESIGN ARE ENTERED ON THE PROFILE AND APPROPRIATE ADJUSTMENTS ARE MADE. /AUTHOR/

Supplemental Notes:

Vol 27, pp 84-91, 4 FIG, 4 REF. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.

Monograph Accession #:

01490410

Authors:

Russell, I E
Olinger, D J

Editors:

Crum, Roy W
Burggraf, Fred
Carey Jr, W N

Publication Date:

1948

Serial:

Highway Research Board Proceedings

Volume: 27
Publisher: Highway Research Board

Media Type:

Digital/other

Old TRIS Terms:

Subject Areas:

Highways; Hydraulics and Hydrology; Operations and Traffic Management; Pavements

Files:

TRIS, TRB

Created Date:

Jul 2 1971 12:00AM

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