Geosynthetics for Reflective Crack Control

Sposito, Brett; Brooks, Eric; United States. Federal Highway Administration; Oregon. Dept. of Transportation. Research Unit

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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

Geosynthetics for Reflective Crack Control

1999-03-01
By Sposito, Brett ; Brooks, Eric

[PDF-111.35 KB]

English

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Details:

Creators:

Sposito, Brett ; Brooks, Eric

Sposito, Brett ; Brooks, Eric Less -
Corporate Creators:

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

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

[+]

Cracking Of Concrete Pavements Geogrid Geosynthetic Geotextile Pavement Membrane Reflective Cracking Thermal Cracking Thermal Expansion
Publication/ Report Number:

OR-RD-99-20
Resource Type:

Tech Report
Geographical Coverage:

United States
TRIS Online Accession Number:

00815926
OCLC Number:

40979044
Edition:

Construction Report September 1998
Corporate Publisher:

Oregon. Dept. of Transportation. Research Unit
Abstract:

Reflective cracking due to shrinkage and brittleness in asphalt pavements can seriously degrade an asphalt overlay before it is near its design life. Geosynthetics have been used to impede the reflection of existing transverse cracking to the new overlay. The geosynthetics are intended to minimize the tension transferred to the overlay from the existing pavement. The Oregon Department of Transportation (ODOT) installed a test section consisting of 120 transverse cracks treated with five different geosynthetic types, 22 transverse cracks treated with crack filling only and a control section of 20 untreated transverse cracks. The test and control sections were constructed over an open-graded asphalt concrete pavement. 52 p.
Format:

PDF
Funding:

SRP 537
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:13836691f1632062e909e8402b2c987221b458fe1ec9cec77a76591a8df0431d
Download URL:

https://staging-dot.cdc.gov/view/dot/14428/dot_14428_DS1.pdf
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Geosynthetics for Reflective Crack Control

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