• Effect of prolonged heating on the Asphalt-Aggregate Bond Strength of HMA containing Liquid Anti-strip Additives

    NCDOT Research Project Number: 2007-08

Executive Summary

  • In this study, an attempt was made to determine the effect of prolonged heating on the bond strength between aggregate and asphalt that contained anti-strip additives (LOF 6500 and Morelife 2200). On account of the substantial decrease of anti-strip additive contents for both asphalt binders and mixes when subjected to prolonged heating, whether the loss of additive content due to storage and transport at elevated temperatures affects mix performance in terms of moisture sensitivity or not, was evaluated in this study. A series of tests, namely Tensile Strength Ratio Test (TSR), Contact Angle test, Pneumatic Adhesion test and Atomic Force Microscopy (AFM) test were performed, and the results obtained from each of these tests were compared to come to a reliable conclusion regarding effectiveness of the various tests for assessing the effect of prolonged heating on the adhesive bond strength. Results obtained from the Tensile Strength Ratio test clearly show that as the prolonged heating duration increased the TSR values failed the limiting value of 85% as followed by NCDOT specification in as little as six hours and continued to further decrease with heating duration. ​

    Tests were also conducted on asphalt cement containing LOF 6500 antistrip additive using the contact angle goniometer, PATTI device and atomic force microscopy (AFM). The results obtained in this study were inconclusive for the above mentioned three devices.
  
Researchers
  
Akhtarhusein A. Tayebali
  
Jack Cowsert
  
Mustan Kadibhai, PE, CPM

Related Documents

Report Period

  • July 2006 - June 2008

Status

  • Complete

Category

  • Pavement, Materials and Maintenance

Sub Category

  • Pavement Strength

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