Chapter
Apr 26, 2012

Results of Repairs on Texas Longitudinal Joints and Cracks

Publication: Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements

Abstract

Longitudinal joint separations are often observed in concrete pavements. An innovative repair procedure was developed in this study for slot stitching in faulted or separated longitudinal joints. It involves with three stages: (1) low pressure grout to restore support under slabs that exhibited signs of pumping and faulting (2) the slot stitching method of retrofitting tie bars, to restore lateral restraint and load transfer across longitudinal joints, and (3) latex modified concrete overlay to restore proper elevation to slabs that had faulted. This paper discusses the results and lesson learned from the first implementation project on US Highway 75 near Sherman, Texas.

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Go to Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements
Emerging Technologies for Material, Design, Rehabilitation, and Inspection of Roadway Pavements
Pages: 208 - 214

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Published online: Apr 26, 2012

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Dar Hao Chen [email protected]
Professor, Changsha University of Science and Technology. Chiling Road 45#, Changsha, Hunan, P.R.China, 410076 and Texas Department of Transportation, 4203 Bull Creek #39, Austin, TX 78731.E-mail: [email protected]
David W. Fowler [email protected]
Professor, Department of Civil, Architectural and Environmental Engineering, The University of Texas at Austin.E-mail: [email protected]
David P. Whitney [email protected]
Research Engineer, Construction Materials Research Laboratory, The University of Texas at Austin.E-mail: [email protected]
Professor, Department of Civil Engineering, Texas Tech University.E-mail: [email protected]

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