Flexible and Rigid Pavement Overlay Design Procedure

Treybig, Harvey J.; McCullough, B. Frank; Smith, Philip; Von Quintus, Harold L.; Jordahl, P. R.; Austin Research Engineers Inc.

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

i

Flexible and Rigid Pavement Overlay Design Procedure

1977-10-01
By Treybig, Harvey J. ; McCullough, B. Frank ; Smith, Philip ; ...

[PDF-3.90 MB]

English

Details You May Also Like

Details:

Creators:

Treybig, Harvey J. ; McCullough, B. Frank ; Smith, Philip ; Von Quintus, Harold L. ; Jordahl, P. R.

Treybig, Harvey J. ; McCullough, B. Frank ; Smith, Philip ; Von Quintus, Harold L. ; Jordahl, P. R. Less -
Corporate Creators:

Austin Research Engineers Inc.
Contributors:

McComb, Richard A
Corporate Contributors:

United States. Department of Transportation. Federal Highway Administration. Offices of Research and Development
Subject/TRT Terms:

[+]

Flexible Pavements Overlays (Pavements) Pavement Design Rigid Pavements
Publication/ Report Number:

FHWA-RD-77-133
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final Report
Contracting Officer:

McComb, R.A.
Corporate Publisher:

United States. Department of Transportation. Federal Highway Administration. Offices of Research and Development
Abstract:

This manual presents design procedures for overlays of both flexible and rigid pavements. The design procedure includes an evaluation of the existing pavement based on nondestructive deflection testing, condition surveys, and materials sampling and testing. Based on this information the pavement is divided into separate design sections and each section is classified according to its condition of cracking. An analysis to determine the required overlay thickness is then made based on the category to which the existing pavement is assigned. The overlay analysis makes extensive use of elastic layered theory and selects the overlay thickness based on the concept of failure by fatigue cracking or rutting. The design procedure uses three computer programs for the pavement evaluation and overlay thickness design. Input guides and illustrative problems for the use of these programs are presented in this report.
Format:

PDF
Funding:

DOT-FH-11-8544
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:2596236c653653522c487b6e42dc334045c95da9c38dc2e8858bde22466c02ad
Download URL:

https://rosap.ntl.bts.gov/view/dot/67485/dot_67485_DS1.pdf
File Type:

No Additional Files

More +

Flexible and Rigid Pavement Overlay Design Procedure

Details:

Supporting Files

You May Also Like