A Laboratory Investigation on Long-Term Performance of Asphalt Concrete Treated with Antistripping Additives
by W. Virgil Ping, FAMU/FSU Coll of Engineering, Tallahassee, United States,Thomas W. Kennedy, FAMU/FSU Coll of Engineering, Tallahassee, United States,
Document Type: Proceeding Paper
Part of: Materials: Performance and Prevention of Deficiencies and Failures
Abstract:
Asphalt concrete pavement is susceptible to moisture damage and the damage caused by repeated freeze-thaw cycles is a major problem. This paper summarizes a laboratory investigation for accelerated testing of asphalt concrete to evaluate the long-term performance due to the effect of moisture damage. Laboratory prepared asphalt concrete specimens with and without antistripping treatments were subjected to repeated freeze-thaw cycles of moisture damage prior to testing. The resulting wet-dry indirect tensile strength ratio was the basis for evaluation.
Subject Headings: Asphalt concrete | Asphalt pavements | Tensile strength | Moisture | Damage (material) | Concrete pavements | Concrete admixtures
Services: Buy this book/Buy this article
Return to search