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The table below lists data used in obtaining a mix design for an asphalt concrete paving mixture. If the maximum and actual specific gravities of the mixture are 2.41 and 2.35, respectively, determine: • Buik specific gravity of aggregate • The absorbed asphalt • The effective asphalt • The percent of voids in mineral aggregate (V.M.A) • The percent of voids filled with asphalt (V.F.A) Material Asphalt cement Coarse aggregate Fine aggregate Specific gravity 1.02 Mix proportion 6.40 2.510 52.35 2.740 2.690 33.45 Mineral filler 7.80

The table below lists data used in obtaining a mix design for an asphalt concrete paving mixture. If the maximum and actual specific gravities of the mixture are 2.41 and 2.35, respectively, determine: • Buik specific gravity of aggregate • The absorbed asphalt • The effective asphalt • The percent of voids in mineral aggregate (V.M.A) • The percent of voids filled with asphalt (V.F.A) Material Asphalt cement Coarse aggregate Fine aggregate Specific gravity 1.02 Mix proportion 6.40 2.510 52.35 2.740 2.690 33.45 Mineral filler 7.80

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q3: The table below lists data used in obtaining a mix design for an asphalt concrete paving mixture. If the maximum and actual specific gravities of the mixture are 2.41 and 2.35, respectively, determine: • Bulk specific gravity of aggregate • The absorbed asphalt • The effective asphalt • The percent of voids in mineral aggregate (V.M.A) • The percent of voids filled with asphalt (V.F.A) Material Asphalt cement Coarse aggregate Fine aggregate Mineral filler Mix proportion Specific gravity 1.02 6.40 52.35 2.510 2.740 33.45 7.80 2.690
Transcribed Image Text:Q3: The table below lists data used in obtaining a mix design for an asphalt concrete paving mixture. If the maximum and actual specific gravities of the mixture are 2.41 and 2.35, respectively, determine: • Bulk specific gravity of aggregate • The absorbed asphalt • The effective asphalt • The percent of voids in mineral aggregate (V.M.A) • The percent of voids filled with asphalt (V.F.A) Material Asphalt cement Coarse aggregate Fine aggregate Mineral filler Mix proportion Specific gravity 1.02 6.40 52.35 2.510 2.740 33.45 7.80 2.690
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