TRB Pubsindex
Text Size:

Title:

NEW DESIGN METHOD FOR SECONDARY AND SUBDIVISION ROADS IN VIRGINIA BASED ON THICKNESS EQUIVALENCY VALUES

Accession Number:

00142709

Record Type:

Component

Availability:

Find a library where document is available


Order URL: http://worldcat.org/issn/0360859X

Abstract:

In Virginia eight district engineers and 96 county engineers are responsible for the design of secondary and subdivision roads. A new design method for secondary and subdivision roads based on the experiences of these district and county engineers and on AASHO Road Test results was developed. At the recommendation of the engineers, a soil support value-- the sum of the California bearing ratio and the soil resiliency values--was developed. To meet the requirements of the design method, thickness equivalencies (strength of each paving material per inch depth) were developed. To faclitate use of the method, a design momograph based on subgrade soil support values and traffic was devised. The new design method (a) provides great flexibility in the choices and thicknesses of paving materials (it accommodates previously used design techniques and gives additional design choices); (b) is so simple technicians can use it with ease; and (c) provides a much improved method of evaluating soil support.

Supplemental Notes:

Proceedings of a work shop held June 16-19, 1975, in Boise, Idaho by the Transportation Research Board.

Monograph Accession #:

01411726

Corporate Authors:

Transportation Research Board (TRB)

Washington, DC

Authors:

Vaswani, N K

Pagination:

pp 218-229

Publication Date:

1975

Serial:

Transportation Research Board Special Report

Issue Number: 160
Publisher: Transportation Research Board
ISSN: 0360-859X

Media Type:

Print

Features:

Figures (8) ; References (2) ; Tables (3)

Old TRIS Terms:

Subject Areas:

Design; Highways; Pavements

Files:

TRIS, TRB, ATRI

Created Date:

Feb 1 1977 12:00AM

More Articles from this Serial Issue: