GATE CE 2026 Set 1 — Question 61

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NAT+2 / -0MediumMarshall Mix DesignBitumen & Mix DesignTransportation Engineering

Transportation Engineering → Bitumen & Mix Design → Marshall Mix Design

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In a bituminous mix, the percentage by weight of coarse aggregate, fine aggregate, filler, and bituminous binder is 5858, 2525, 1212, and 55, respectively. The corresponding specific gravity of these materials is 2.682.68, 2.452.45, 2.422.42, and 1.151.15. The bulk specific gravity of the mix is 2.22.2.
The Voids Filled with Bitumen (VFB, in percentage) is __________ (rounded off to the nearest integer).
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