TECHNICAL PAPERS
Nov 1, 1998

Sealant Degradation during Crack Sealing of Pavements

Publication: Journal of Materials in Civil Engineering
Volume 10, Issue 4

Abstract

Application practices of bituminous hot-poured crack sealants, typically used to effect repairs on pavements, were monitored in the field and heating conditions were reproduced in the laboratory. From viscometry, thermogravimetry, and tensile testing measurements, it was found that sealants degrade upon heating at recommended installation temperatures. Consequently, given the level of product degradation observed from laboratory evaluations, it is not expected that a consistent low temperature sealant performance could be obtained in the field. These conclusions help explain the number of premature sealant failures that exist despite the fact that these materials may be in accordance with the requirements in ASTM D 3405.

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References

1.
Al-Mansour, A. I., Sinha, K. C., and Kuczed, T.(1994). “Effects of routine maintenance on flexible pavement condition.”J. Transp. Engrg., ASCE, 120(1), 65–73.
2.
Billmeyer, F. W. (1984). Textbook of polymer science, 3rd Ed., John Wiley & Sons, Inc., New York, 210.
3.
Brûlé, B., Brion, Y, and Tanguy, A.(1988). “Paving asphalt polymer blends: Relationships between composition, structure and properties.”Asphalt Paving Technol., 57, 41–64.
4.
Chai, J. (1989). “Crack sealing test program, 1986 test sealants.”Final Rep., City of Edmonton Transp. Dept., Edmonton, AB, Canada.
5.
Chong, G. J. (1990). “Rout and seal of cracks in flexible pavement: A cost-effective preventive maintenance procedure.”Transp. Res. Rec. 1268, Transp. Res. Board, Washington, D.C., 8–16.
6.
Chong, G. J., and Phang, W. A. (1988). “Improved preventive maintenance: Sealing cracks in flexible pavements in cold regions.”Transp. Res. Rec. 1205, Transp. Res. Board, Washington, D.C., 12–19.
7.
Eaton, R. A., and Ashcraft, J. (1992). “State-of-the-art survey of flexible pavement crack sealing procedures in the United States.”Rep. 91-18, Cold Regions Res. and Engrg. Lab., U.S. Army Corps of Engrs., Hanover, N.H.
8.
Eisele, U. (1990). Introduction to polymer physics. Springler-Verlag New York, Inc., New York.
9.
Evers, R. C. (1981). “Evaluation of crack sealing compounds for asphaltic pavements.”Rep. 27A, Ministry of Transp. and Communications, Toronto, ON, Canada.
10.
Ferry, J. D. (1980). Viscoelastic properties of polymers. John Wiley & Sons, Inc., New York.
11.
Golub, G. A., Hsu, M. S., and Wilson, L. A.(1976). “Nuclear magnetic resonance study of thermal oxidation of polyisoprene.”Rubber Chemistry and Technol., 48, 953–971.
12.
Ketcham, S. A. (1995). “Sealants and cold regions pavement seals: A review.”Rep. 95-11, Cold Regions Res. and Engrg. Lab., U.S. Army Corps of Engrs., Hanover, N.H.
13.
Kostov, G. I., Komitov, P. G., and Nikolova, Z. G.(1985). “Application of IR-compensation technique for the study of the oxidation degree of high impact polystyrene.”Eur. Polymer J., 21(6), 561–564.
14.
Kraus, G., and Rollman, K. W. (1981). “Morphology and mechanical behavior of bitumen modified with S-B block copolymer.”Kautschuk Gummi Kunststoffe, Germany, 34, 645–657 (in German).
15.
Linde, S., and Johansson, U. (1992). “Thermo-oxidative degradation of polymer modified bitumen.”Polymer modified asphalt binders, STP 1108, ASTM, West Conshohocken, Pa., 244–254.
16.
Maréchal, J.-C. (1980). SBS-modified bitumen: Characterization and degradation of binders. CSTB No. 211, Booklet 1659, France (in French).
17.
Maréchal, J.-C., Ghaleb, M., and Bonnet, D. (1983). Aging of SBS-bitumen waterproofing membranes. CSTB No. 237, Booklet 1831, France (in French).
18.
Masson, J-F. (1997) “Effective sealing of pavement cracks in cold urban environments.”Publ. No. NRCC 41098, Inst. for Res. in Constr., Nat. Res. Council of Canada, Ottawa, ON, Canada.
19.
Masson, J-F., Lauzier, C., and Collins, P. (1993). “Methods for the analysis of polymer modified asphalts.”Rep. A2053.2, Inst. for Res. in Constr., Nat. Res. Council of Canada, Ottawa, ON, Canada.
20.
McNeill, I. C. (1992). “Fundamental aspects of polymer degradation.”Spec. Publ. 105, Royal Society of Chemistry, London, 14–31.
21.
Nahas, N. C., Bardet, J., and Echman, B.(1990). “Polymer modified asphalts for high performance hot mix pavement binders.”Asphalt Paving Technol., 59, 509–522.
22.
Nielsen, L. E. (1962). Mechanical properties of polymers. Reinhold Publishing Corp., New York.
23.
Schneider, B., Doskocilova, D., and Stokr, J.(1993). “Study of thermal degradation of polybutadiene in inert atmosphere: 1. Evidence of temperature and time of heating in IR and NMR spectra.”Polymer, 34(2), 432–436.
24.
Smith, K. L., and Romine, A. R. (1993). “Innovative materials development and testing. Volume 3: Treatment of cracks in asphalt concrete-surfaced pavements.”Rep. SHRP-H-354, Nat. Res. Council, Washington, D.C.
25.
Ward, D. R. (1993). Evaluation of crack sealant performance on Indiana's asphalt concrete surfaced pavements. Indiana Dept. of Transp., Ind.
26.
Whiteoak, D. (1990). The Shell bitumen handbook. Shell Bitumen, U.K.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 10Issue 4November 1998
Pages: 250 - 255

History

Published online: Nov 1, 1998
Published in print: Nov 1998

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Authors

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J-F. Masson
Res. Ofcr., Inst. for Res. in Constr., Nat. Res. Council of Canada, Ottawa, ON, Canada K1A 0R6; corresponding author. E-mail: [email protected]
C. Lauzier
Res. Ofcr., Inst. for Res. in Constr., Nat. Res. Council of Canada, Ottawa, ON, Canada K1A 0R6.
P. Collins
Tech. Ofcr., Inst. for Res. in Constr., Nat. Res. Council of Canada, Ottawa, ON, Canada K1A 0R6.
M. A. Lacasse
Res. Ofcr., Inst. for Res. in Constr., Nat. Res. Council of Canada, Ottawa, ON, Canada K1A 0R6.

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