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f. The effective specific gravity of the agg 2. Determine the Max, theoretical specific gravity of asphalt pavement mixture necessary providing a zero air voids. Assuming the following: relative compaction 91% and Marshall Density 2.619 gm/cm³.(5%) 3. Determine the relative compaction of asphalt pavement mixture necessary for providing a 4.2% air voids. Assuming the following: Bulk G of combined aggregate-2.53, asphalt cement (Gs-1.05)-6% by weight of total mix, % of absorbed asphalt-1.4% by weight of aggregates and Marshall Density= 2.349 gm/cm³ (5%) 1

f. The effective specific gravity of the agg 2. Determine the Max, theoretical specific gravity of asphalt pavement mixture necessary providing a zero air voids. Assuming the following: relative compaction 91% and Marshall Density 2.619 gm/cm³.(5%) 3. Determine the relative compaction of asphalt pavement mixture necessary for providing a 4.2% air voids. Assuming the following: Bulk G of combined aggregate-2.53, asphalt cement (Gs-1.05)-6% by weight of total mix, % of absorbed asphalt-1.4% by weight of aggregates and Marshall Density= 2.349 gm/cm³ (5%) 1

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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f. The effective specific gravity of the agg 2. Determine the Max, theoretical specific gravity of asphalt pavement mixture necessary providing a zero air voids. Assuming the following: relative compaction 91% and Marshall Density 2.619 gm/cm³.(5%) 3. Determine the relative compaction of asphalt pavement mixture necessary for providing a 4.2% air voids. Assuming the following: Bulk G of combined aggregate-2.53, asphalt cement (Gs-1.05)-6% by weight of total mix, % of absorbed asphalt-1.4% by weight of aggregates and Marshall Density= 2.349 gm/cm³ (5%) 1
Transcribed Image Text:f. The effective specific gravity of the agg 2. Determine the Max, theoretical specific gravity of asphalt pavement mixture necessary providing a zero air voids. Assuming the following: relative compaction 91% and Marshall Density 2.619 gm/cm³.(5%) 3. Determine the relative compaction of asphalt pavement mixture necessary for providing a 4.2% air voids. Assuming the following: Bulk G of combined aggregate-2.53, asphalt cement (Gs-1.05)-6% by weight of total mix, % of absorbed asphalt-1.4% by weight of aggregates and Marshall Density= 2.349 gm/cm³ (5%) 1
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