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33. Determine the volume of fine aggregate a) 0.27 ma c) 0.18 m3 b) 0.288 m3 d)0.19 m3 34. Determine the volume of coarse aggregate a) 0.19 m3 c) 0.288 m3 b) 0.2 m3 d) 0.3 m3 35. Determine the volume of water a) 0.039 ma c) 0.058 m3 b) 0.04 m3 d) 0.06 m A compacted sample of HMA contains 5.5 percent asphalt binder by weight of total mix, and its bulk specific gravity is 2.431. The theoretical maximum specific gravity of the mix is 2.589, and the bulk specific gravity of the aggregate is 2.705. 36. Determine VMA a) 15.1 % b) 14.74 % c) 13% 37. Determine the VTM a) 5.1% b)6.1 % c)7.1 % 38. Determine the VFA a) 59.6% b) 77.5 % c) 83.14 %

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ニ2.70s -Q,43) Psto 0 mw VFA 乂100

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