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Sulfur-Asphalt and Aggregate Mixtures
This report is concerned with the evaluation of sulfur-asphalt and aggregate mixtures that would probably be used for construction by the Arizona Department of Transportation. Three aggregates used in highway paving were mixed with a 30/70 weight ratio of sulfur to asphalt blend and evaluated for Hveem and Marshall design properties. Additionally, one aggregate plus sulfur-asphalt mixtures was used to determine the effects of sulfur and/or anti-strip on resistance to debonding, effects of temperature on the value of tensile strength and elasticity, effects of aggregate moisture on debonding, and effects on fatigue life under repeated flexural stresses.
Sulfur-Asphalt and Aggregate Mixtures
This report is concerned with the evaluation of sulfur-asphalt and aggregate mixtures that would probably be used for construction by the Arizona Department of Transportation. Three aggregates used in highway paving were mixed with a 30/70 weight ratio of sulfur to asphalt blend and evaluated for Hveem and Marshall design properties. Additionally, one aggregate plus sulfur-asphalt mixtures was used to determine the effects of sulfur and/or anti-strip on resistance to debonding, effects of temperature on the value of tensile strength and elasticity, effects of aggregate moisture on debonding, and effects on fatigue life under repeated flexural stresses.
Sulfur-Asphalt and Aggregate Mixtures
R. A. Jimenez (author) / W. R. Meier (author)
1981
68 pages
Report
No indication
English
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