Asphalt Concrete for Cold Regions, A Comparative Laboratory Study and Analysis of Mixtures Containing Soft and Hard Grades of Asphalt Cement,

Abstract

PAVEMENTS CONTAINING SOFT ASPHALT CEMENT HAVE BEEN SHOWN IN THE PAST TO BE LESS SUSCEPTIBLE TO LOW-TEMPERATURE CONTRACTION CRACKING, BUT MORE SUSCEPTIBLE TO TRAFFIC-LOAD-ASSOCIATED DISTRESS IN WARM WEATHER, THAN PAVEMENTS WITH HARDER ASPHALT CEMENTS. This research comprised laboratory testing to determine the properties of asphalt-aggregate mixtures containing three grades of asphalt cements, and analyses to project the performance of pavements containing each of the asphalts, in resisting thermally induced distress and traffic-associated distress. From the results it is concluded that only the softest asphalt cement tested (AC 2.5) would perform satisfactorily in a cold climatic zone. The moderately soft (AC 5) and moderately hard (AC 20) asphalt cements showed little susceptibility to thermal cracking in a moderate and a warm climatic zone, respectively. The AC 2.5 and AC 5 asphalts are not recommended for use in warm climates, however, owing to increased susceptibility to rutting under traffic. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1980
Accession Number
ADA082198

Entities

People

  • B. J. Dempsey
  • J. Ingersoll
  • M. Y. Shahin
  • T. C. Johnson

Organizations

  • Cold Regions Research and Engineering Laboratory

Tags

Communities of Interest

  • Engineered Resilient Systems

DTIC Thesaurus Topics

  • Air Force
  • Cold Regions
  • Computer Programs
  • Computers
  • Construction
  • Data Analysis
  • Fatigue Life
  • High Temperature
  • Low Temperature
  • Materials
  • New Hampshire
  • Tensile Properties
  • Tensile Strain
  • Tensile Strength
  • Tensile Stress
  • Thermal Fatigue
  • United States

Readers

  • Pavement Materials Engineering.