Based on a Mixture design analysis you determined an optimum asphalt content of 5%. Based on this asphalt content the following design was developed: Aggregate 1:- Aggregate 2:- Aggregate 3:- 55% (Gab = 2.75) 40% (Gb =2.71) 5% (Gsb = 2.68) The compacted HMAC specimen has the following properties: Compacted Specimen Weight of sample in air: Weight of sample in SSD condition: Weight of sample under water: - Gmm: - 1315 grams 1360 grams 808 grams 2.600 Based on the information provided determine the following: 1. Gsb 2. Gmb 3. % Air voids 4. % VMA 5. % VFA
Based on a Mixture design analysis you determined an optimum asphalt content of 5%. Based on this asphalt content the following design was developed: Aggregate 1:- Aggregate 2:- Aggregate 3:- 55% (Gab = 2.75) 40% (Gb =2.71) 5% (Gsb = 2.68) The compacted HMAC specimen has the following properties: Compacted Specimen Weight of sample in air: Weight of sample in SSD condition: Weight of sample under water: - Gmm: - 1315 grams 1360 grams 808 grams 2.600 Based on the information provided determine the following: 1. Gsb 2. Gmb 3. % Air voids 4. % VMA 5. % VFA
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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