In a Marshall test, the percentage of asphalt binder by total weight of asphalt mixture is 4.8%. The bulk specife gravity of aggregate (G)-2.655, the specife gravity of asphalt binder (G)-1.020, and the density of water (y)-1.000 g/cm'. If the effective asphalt binder content (P) is 2.50% by total weight of mixture, and the voids in total mixture (VTM) is 4.0% by total volume of mixture, determine the following properties: a The bulk specifc gravity of the compacted mixture 33 b. The absorbed asphalt (P) c. The voids in mineral aggregate (VMA) 4. The voids filled with asphalt (VFA)
In a Marshall test, the percentage of asphalt binder by total weight of asphalt mixture is 4.8%. The bulk specife gravity of aggregate (G)-2.655, the specife gravity of asphalt binder (G)-1.020, and the density of water (y)-1.000 g/cm'. If the effective asphalt binder content (P) is 2.50% by total weight of mixture, and the voids in total mixture (VTM) is 4.0% by total volume of mixture, determine the following properties: a The bulk specifc gravity of the compacted mixture 33 b. The absorbed asphalt (P) c. The voids in mineral aggregate (VMA) 4. The voids filled with asphalt (VFA)
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter18: Bituminous Materials
Section: Chapter Questions
Problem 4P
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