Development of an improved overlay procedure for Oregon : volume III, field manual.

Hicks, R. G.; Noble, Ronald; Zhou, Haiping; Oregon State University

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Development of an improved overlay procedure for Oregon : volume III, field manual.

1987-12-01
By Hicks, R. G. ; Noble, Ronald ; Zhou, Haiping

[PDF-4.76 MB]

English

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Details:

Creators:

Hicks, R. G. ; Noble, Ronald ; Zhou, Haiping

Hicks, R. G. ; Noble, Ronald ; Zhou, Haiping Less -
Corporate Creators:

Oregon State University
Corporate Contributors:

Oregon. Dept. of Transportation ; United States. Federal Highway Administration

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

[+]

Design Methods Nondestructive Tests Overlays (Pavements)
Publication/ Report Number:

FHWA-OR-RD-88-03C
Resource Type:

Tech Report
Geographical Coverage:

Oregon
Corporate Publisher:

Oregon. Dept. of Transportation
Abstract:

This report is the third in a three-volume series dealing with the development of an improved overlay design procedure for Oregon. This report presents technical guidelines for using the proposed overlay design procedure. Four areas are described, including preliminary work for an overlay design, deflection data analysis methods, overlay design procedures for four types of pavement combination (AC/AC, AC/PCC, PCC/AC, and PCC/PCC) and a guideline for the use of the design procedure. Detailed descriptions of AASHTO NDT method 1 and method 2 have been included. Three computer programs necessary to implement the NDT method 1 are described. Computerized approach for the NDT method 2 has been developed. Examples of overlay design using the proposed procedure are also provided.
Format:

PDF
Funding:

5173
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:a8a6dd0ccbd43c5ebcc4f1cc1217a0066a0416a0c172b52d6270a61750505c3f
Download URL:

https://rosap.ntl.bts.gov/view/dot/22840/dot_22840_DS1.pdf
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Development of an improved overlay procedure for Oregon : volume III, field manual.

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