Texas Pavement Management System: Summary Report

Dossey, T.; Hudson, W. R.; Anderson, V.; Wang, Jian-Neng; University of Texas at Austin. Center for Transportation Research

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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.

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Texas Pavement Management System: Summary Report

1995-11-01
By Dossey, T. ; Hudson, W. R. ; Anderson, V. ; ...

[PDF-570.52 KB]

English

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Creators:

Dossey, T. ; Hudson, W. R. ; Anderson, V. ; Wang, Jian-Neng

Dossey, T. ; Hudson, W. R. ; Anderson, V. ; Wang, Jian-Neng Less -
Corporate Creators:

University of Texas at Austin. Center for Transportation Research
Corporate Contributors:

Texas. Dept. of Transportation. Research and Technology Transfer Office
Subject/TRT Terms:

[+]

Concrete Pavements Continuously Reinforced Concrete Pavements Falling Weight Deflectometers Jointed Concrete Pavements Pavement Management Systems Performance Performance Models Rigid Pavements Stiffness Stiffness Loss
Publication/ Report Number:

TX-96/1908-5F
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Edition:

Final Report
Corporate Publisher:

University of Texas at Austin. Center for Transportation Research
Abstract:

This report, the final for Project 1908, describes the performance models for jointed concrete pavements (JCPs) this project developed for incorporation in the TxDOT Pavement Management Information System (PMIS). As indicated in the report, these models appear to be reasonable indicators of general trends within the pavement population. In addition, the report explores the possibility of developing performance models based on stiffness loss estimated with deflection basin parameters obtained from falling weight deflectometer (FWD) measurements. We found the radius of curvature to be the most sensitive parameter for slab and base stiffnesses, though not sufficiently sensitive to determine subgrade modulus. Finally, this report presents the overall findings of Project 1908, along with conclusions and recommendations for future research.
Format:

PDF
Funding:

7-1908
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:662610c4965f869985abda029b6e333928332d4613f9664b40cb14e36690699c0d9a43baa0ccbf64e340929bbd3894706710d8543f6b04222581f55d9afb3430
Download URL:

https://rosap.ntl.bts.gov/view/dot/83084/dot_83084_DS1.pdf
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Texas Pavement Management System: Summary Report

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