Preliminary evaluation of LTPP continuously reinforced concrete (CRC) pavement test sections /
As part of the study reported here, analysis of data from the Long Term Pavement Performance (LTPP) GPS-5 test sections was conducted to identify factors that influence long-term crack spacing in continuously reinforced concrete (CRC) pavements and to determine the effect of crack spacing on pavemen...
| Main Authors: | , , |
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| Corporate Authors: | , |
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| Format: | Government Document eBook |
| Language: | English |
| Published: |
McLean, VA :
U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,
July 1999.
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| Subjects: | |
| Online Access: | https://purl.fdlp.gov/GPO/gpo92427 |
| Summary: | As part of the study reported here, analysis of data from the Long Term Pavement Performance (LTPP) GPS-5 test sections was conducted to identify factors that influence long-term crack spacing in continuously reinforced concrete (CRC) pavements and to determine the effect of crack spacing on pavement performance. Data from the 85 test sections from the GPS-5 experiment were analyzed. |
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| Item Description: | "July 1999." "Publication number FHWA-RD-99-086." "Performing organization: ERES Consultants, Inc."--Technical report documentation page. Includes tables. "Contracting Officer's Representative (COTR): Cheryl Allen Richter." |
| Physical Description: | 1 online resource (64 unnumbered pages) : illustrations |
| Bibliography: | Includes bibliographical references (page 55). |