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Title:

PROGRESS REPORT ON LOAD-TRANSMISSION CHARACTERISTICS OF FLEXIBLE PAVING AND BASE COURSES

Accession Number:

00233124

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

THE LOAD-TRANSMISSION-TEST APPARATUS IS DESIGNED TO PROVIDE LOAD-DISTRIBUTION DATA ON FULL-SIZED PAVEMENT SECTIONS TESTED UNDER LABORATORY CONDITIONS. RESULTS FROM APPROXIMATELY 350 LOADING TESTS ARE PRESENTED. MOST OF THESE TESTS WERE RUN ON GRAVEL BASE COURSES OF VARYING THICKNESS WITH RIGID PLATES AS THE LOADING MEDIUM. A LIMITED NUMBER OF TESTS OF SINGLE AIRPLANE TIRES AND DUAL TRUCK TIRES ARE INCLUDED ALSO. THESE RUN ON GRAVEL BASES COVERED WITH ASPHALTIC-CONCRETE SURFACING, AS WELL AS ON THE BASES ALONE. IT WAS FOUND THAT THE MAXIMUM VERTICAL SUBGRADE PRESSURE VARIED WIDELY WITH TOTAL LOAD, LOADED AREA, PAVEMENT THICKNESS, AND PAVEMENT SHEAR STRENGTH. SHEAR STRENGTHS WERE MEASURED BY LARGE-SCALE TRIAXIAL TESTS. /AUTHOR/

Supplemental Notes:

Vol 31, pp 101-120, FIGS, TABS, PHOT, APP. 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 #:

01490421

Authors:

Herner, R C
Campen, W H
Smith, J R
Mellerop, K R

Editors:

Burggraf, Fred
Carey Jr, W N
Miller, Walter J

Publication Date:

1952

Serial:

Highway Research Board Proceedings

Volume: 31
Publisher: Highway Research Board

Media Type:

Digital/other

Subject Areas:

Geotechnology; Highways

Files:

TRIS, TRB

Created Date:

Aug 1 1971 12:00AM

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