Qualify High Frequency GPR for Asphalt Mixture Construction

Wilson, Bryan; Sebesta, Stephen; Texas A&M Transportation Institute

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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

Qualify High Frequency GPR for Asphalt Mixture Construction

2019-08-19
By Wilson, Bryan ; Sebesta, Stephen

[PDF-1.87 MB]

English

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Details:

Alternative Title:

Develop Nondestructive Rapid Pavement Quality Assurance/Quality Control Evaluation Test Methods and Supporting Technology [Project Title from Cover]
Creators:

Wilson, Bryan ; Sebesta, Stephen

Wilson, Bryan ; Sebesta, Stephen Less -
Corporate Creators:

Texas A&M Transportation Institute
Corporate Contributors:

Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration

Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Asphalt Mixtures Construction Data Analysis Ground Penetrating Radar Mix Design Quality Control
Publication/ Report Number:

0-6874-P6
Resource Type:

Presentations
Geographical Coverage:

United States
Corporate Publisher:

Texas A&M Transportation Institute
Abstract:

Goals: Demonstrate shadow QA on projects, perform lab sensitivity analysis, explore forensic applications, and develop test procedure.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:76408e2677acb1d1142689b7e46be73f31ed9b6602996b960e7af3a97eba989d
Download URL:

https://rosap.ntl.bts.gov/view/dot/60838/dot_60838_DS1.pdf
File Type:

No Additional Files

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Qualify High Frequency GPR for Asphalt Mixture Construction

Details:

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