Evaluation of full depth asphaltic concrete pavements : interim report.

Bolourchi, Zahir; Temple, William H.; Gueho, Bruce J.; Louisiana. Department of Highways. Research and Development Section

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

Evaluation of full depth asphaltic concrete pavements : interim report.

1975-02-01
By Bolourchi, Zahir ; Temple, William H. ; Gueho, Bruce J.

English

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Details:

Creators:

Bolourchi, Zahir ; Temple, William H. ; Gueho, Bruce J.

Bolourchi, Zahir ; Temple, William H. ; Gueho, Bruce J. Less -
Corporate Creators:

Louisiana. Department of Highways. Research and Development Section
Corporate Contributors:

United States. Federal Highway Administration
Subject/TRT Terms:

[+]

Asphalt Concrete Pavements Bearing Capacity Deflection Dynaflect Evaluation Full-depth Asphalt Concrete Pavements Full-depth Asphalt Pavements Pavement Performance Roughness
Publication/ Report Number:

Research Report No. 83
Resource Type:

Tech Report
Geographical Coverage:

Louisiana
Corporate Publisher:

Louisiana. Department of Highways. Research and Development Section
Abstract:

This report provides a review of the performance and structural characteristics exhibited on two full depth asphaltic concrete pavement projects constructed on the Louisiana interstate system.

The roughness characteristics of both full depth projects were evaluated by means of the Mays Ride Meter. Roughness values ranged from 40 to 80 inches per mile indicating a "very good" to "good" riding surface. The structural characteristics of these projects were determined by means of the Dynamic Deflection Determination System (Dynaflect) in conjunction with visual inspection. Deflection values have increased gradually during the two years following construction but remain within the acceptable range for 13 inches of asphaltic concrete. The surface curvature index values indicate good load transfer capability. Other than slight pitting of the wearing course in the wheelpaths, no rutting or other visual signs of deterioration were observed.
Format:

PDF
Funding:

Research Project No. 72-7B(B) ; Louisiana HPR 1(12)

Research Project No. 72-7B(B) ; Louisiana HPR 1(12) Less -
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:db78d4c4669ebd3b4190468bcea987717cb3a90ec50a7f4e4e147a039d10c247
Download URL:

https://staging-dot.cdc.gov/view/dot/22012/dot_22012_DS1.pdf
File Type:

[PDF-651.51 KB]