Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program
Jimenez, M. A. O., McCullough, B. F., & Hankins, K. (1992). Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program (Report No. FHWA/TX-92+1244-4). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/82282
Jimenez, Miguel Angel Otero, B. Frank McCullough, and Kenneth Hankins. Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program. Report no. FHWA/TX-92+1244-4. University of Texas at Austin. Center for Transportation Research, 1992. https://rosap.ntl.bts.gov/view/dot/82282.
Jimenez, Miguel Angel Otero, et al. Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program. University of Texas at Austin. Center for Transportation Research, 1992, Report no. FHWA/TX-92+1244-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/82282.
In describing the effect of coarse aggregate type on the performance of CRCP, this report documents the design, construction, and monitoring of 32 test sections in Houston, Texas. Constructed to evaluate the performance of pavements built in accordance with the CRCP-89(B) design detail recent developed by TxDOT, these test sections were monitored to determine the field performance of CRCP 2 years after construction, looking in particular at crack spacings and crack width. Then, using the observed performance of the different coarse aggregates, the study team evaluated the recently developed CRCP-89(B) design detail. Finally, using the CRCP-7 computer program, the predicted performance was compared with the measured performance of the CRCP test sections. Based on this comparison, a new model to be used with the CRCP-7 program - one capable of predicting crack widths - was developed.
Jimenez, M. A. O., McCullough, B. F., & Hankins, K. (1992). Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program (Report No. FHWA/TX-92+1244-4). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/82282
Jimenez, Miguel Angel Otero, B. Frank McCullough, and Kenneth Hankins. Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program. Report no. FHWA/TX-92+1244-4. University of Texas at Austin. Center for Transportation Research, 1992. https://rosap.ntl.bts.gov/view/dot/82282.
Jimenez, Miguel Angel Otero, et al. Monitoring of Siliceous River Gravel and Limestone Continuously Reinforced Concrete Pavement Test Sections in Houston 2 Years After Placement, and Development of a Crack Width Model for the CRCP-7 Program. University of Texas at Austin. Center for Transportation Research, 1992, Report no. FHWA/TX-92+1244-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/82282.
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.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.