Performance Study of Portland Cement Concrete Pavement Joint Sealants

Author:

Biel Timothy D.1,Lee Hosin2

Affiliation:

1. Grad Student, Civ. Engrg. Dept., Univ. of Utah, Salt Lake City, UT 84112.

2. Dir., Ctr. for Advanced Constr. Mat., Civ. Engrg. Dept., Univ. of Utah, Salt Lake City, UT.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference10 articles.

1. Collins A. M. Mangum W. D. Fowler D. W. Meyer A. H. and Whitney D. P. (1986). “Improved methods for sealing joints in Portland cement concrete pavements.” Rep. Prepared for Ctr. for Transp. Res. University of Texas Austin Tex.

2. Evans L. D. and Romine A. R. (1993). SHRP H - 106 innovative materials development and testing. Volume IV: Joint sealant repair . ERES Consultants Inc. Savoy Ill.

3. Evans L. D. and Smith K. L. (1994). Extended monitoring of experimental crack - and joint - sealant systems: an update on the performance of SHRP H - 106 installations . ERES Consultants Inc. Savoy Ill.

4. Loza G. and Anderson D. I. (1987). Evaluation of concrete joint sealants Clear Creek Summit to Belknap Interchange . Utah Dept. of Transp. Res. and Devel. Unit. Salt Lake City Utah.

5. Lynch L. N. White D. W. and Chehovits J. (1993). “Improved materials and processes for sealing and resealing joints in Portland cement concrete pavements: laboratory study.” Rep. # CPAR - GL - 93 - 1 Constr. Productivity Advancement Res. Program U.S. Army Corps of Engineers Washington D.C.

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