TECHNICAL PAPERS
May 1, 1995

Joint Width and Freeze/Thaw Effects on Joint Sealant Performance

Publication: Journal of Transportation Engineering
Volume 121, Issue 3

Abstract

As part of ongoing research, a new testing method was developed to evaluate the effect of joint width and freezing and thawing on the performance of three types of commercially available one-component rigid pavement joint sealants (A, B, and C): A is a low modulus silicone, B is a self-leveling silicone, and C is a polyurethane used with a primer. The effect of joint width on sealant performance was investigated using two joint widths (6.5 mm and 19 mm), while the weathering effect of freezing and thawing was evaluated by exposing specimens to 50 cycles of rapid freezing and thawing prior to testing. Sealant performance was affected by joint width. A joint width of 6.5 mm offered higher sealant failure resistance than the 19 mm joint width. Exposure to freezing and thawing cycles reduced the number of loading cycles that caused failure for sealants A and C, and increased it for sealant B. The three sealants experienced a higher rate of stress reduction over the number of loading cycles after freezing and thawing conditioning.

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References

1.
Bugler, J. W. (1983). “Problems and solutions in rigid pavement joint sealing.”J. Public Work, 93–96.
2.
Collins, A. M., Magnum, W. D., Fowler, D. W., and Meyer, A. H. (1986). “Improvement methods for sealing joints in portland cement concrete pavements.”Rep. No. 385- 1, Ctr. for Transp. Res., Univ. of Texas at Austin, Austin, Tex.
3.
Jones, G. M., Peterson, D. T., and Vayas, R. K. (1973). “Evaluation of preformed elastomeric pavement joint sealing system and practices.”NCHRP Rep. No. 19, Nat. Cooperative Hwy. Res. Program (NCHRP), Washington, D.C., 32–41.
4.
Sandberg, L. B.(1991). “Comparisons of silicone and urethane sealant durabilities.”J. Mat. in Civ. Engrg., ASCE, 3(4), 278–290.
5.
Thornton, J. B. (1978). “Investigation into the performance of rigid pavement joint and material.”Proc., Int. Conf. on Concrete Pavement Design, Purdue Univ., West Lafayette, Ind., 435–446.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 121Issue 3May 1995
Pages: 262 - 266

History

Published online: May 1, 1995
Published in print: May 1995

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Authors

Affiliations

I. L. Al-Qadi, Member, ASCE
Assoc. Prof., Charles E. Via Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA 24061-0105.
S. A. Abo-Qudais
Grad. Student, Charles E. Via Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA.

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