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Preliminary evaluation of LTPP continuously reinforced concrete (CRC) pavement test sections

Author: S D TayabjiOlʹga SeleznevaY Jane JiangCheryl Allen RichterERES Consultants, Inc.All authors
Publisher: McLean, VA : U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, July 1999.
Edition/Format:   eBook : Document : National government publication : EnglishView all editions and formats
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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Genre/Form: Online resources
Additional Physical Format: Print version:
Tayabji, S.D. (Shiraz D.).
Preliminary evaluation of LTPP continuously reinforced concrete (CRC) pavement test sections
(OCoLC)41881002
Microfiche version:
Tayabji, S.D. (Shiraz D.).
Preliminary evaluation of LTPP continuously reinforced concrete (CRC) pavement test sections
(OCoLC)43483754
Material Type: Document, Government publication, National government publication, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: S D Tayabji; Olʹga Selezneva; Y Jane Jiang; Cheryl Allen Richter; ERES Consultants, Inc.; United States. Federal Highway Administration. Office of Infrastructure Research and Development,; Turner-Fairbank Highway Research Center,
OCLC Number: 1039094975
Notes: "July 1999."
"Publication no. FHWA-RD-99-086."
"Performing organization: ERES Consultants, Inc."--Technical report documentation page.
Includes tables.
"Contracting Officer's Representative (COTR): Cheryl Allen Richter."
Description: 1 online resource ([64] pages) : illustrations
Other Titles: Preliminary evaluation of Long-Term Pavement Performance continuously reinforced concrete (CRC) pavement test sections
Responsibility: Shiraz D. Tayabji, Olga Selezneva, and Y. Jane Jiang.

Abstract:

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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