Curl and warp analysis of the LTPP SPS-2 site in Arizona
By: [Steven M. Karamihas and Kevin Senn]
Contributors: Senn, Kevin A.; Turner-Fairbank Highway Research Center; Nichols Consulting Engineers; United States. Federal Highway Administration. Office of Infrastructure Research and Development
Publisher: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center
Published: 2012
Place of publication: McLean, Va
Language: eng
Number of pages: 102
Subjects: Concrete Pavements; Joints; Testing; Cracking; Analysis; Long-Term Pavement Performance Program (U.S.)
Other titles: Curl and warp analysis of the Long-Term Pavement Performance Specific Pavement Studies-2 site in Arizona
Description: "This study examined the roughness and roughness progression of 21 test sections on the LTPP SPS-2 site in  Arizona over the first 16 years of the experiment. The site included 12 test sections from the standard experiment  and 9 supplemental test sections selected by the Arizona Department of Transportation.  Traditional profile analyses revealed roughness caused by transverse and longitudinal cracking on some test sections  and some localized roughness caused by built-in defects. However, the analyses showed that curl and warp contributed  to, and in some cases dominated, the roughness on many of the test sections. In addition, roughness did not increase  steadily with time because of diurnal and seasonal changes in slab curl and warp.  This study applied objective profile analyses to quantify the level of curl and warp on each section. These automated  algorithms estimated the gross strain gradient needed to deform each slab into the shape present in the measured  profile and produced a pseudo strain gradient (PSG) value. The levels of curl and warp within each profile are  summarized by the average PSG value.  For the jointed concrete test sections, variations in average PSG over time explained many of the changes in roughness  over time. This included diurnal variations in slab curl, which often caused the overall progression in roughness to  appear disorderly throughout the experiment. PSG analysis also revealed that the overall level of curl and warp  increased throughout the life of the experiment, with commensurate increases in the roughness.  This limited study demonstrated the potential value of applying the methods herein to other jointed portland cement  concrete pavements, including other SPS-2 sites."--Technical report documentation p.
Notes: Cover title.

"FHWA-HRT-12-068"--Cover.

"December 2012."

"HRDI-30/12-12(500)E"--P. [4] of cover.

Format not distributed to depository libraries.

Includes bibliographical references (p. 101-102).

Final report.

Performed by Nichols Consulting Engineers; sponsored by Federal Highway Administration, Office of Infrastructure Research and Development DTFH61-06-C-00027.