Civil Engineering > GATE 2025 SET-1 > Pavement Design
During determination of the bulk specific gravity of compacted bituminous specimen, the mass in air of the specimen is 1260 g and volume is 525 cm3. The density of water is 1.0 g/cm3. The theoretical maximum specific gravity of mix is 2.510. The percentage air voids in the compacted specimen is ______ (rounded off to 2 decimal places).
Correct : 5.62
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