Computer · Highway Engineering

Consider the following criteria for the Marshall mix design for bituminous concrete: 1. Marshall stability (kg): 340 (minimum)2. Flow value: 18 - 243. Air voids in total mix (%): 3 - 54. Voids filled with bitumen, VFB (%): 50 - 60 Which of the design criteria given above is/are true?

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13 and 4
21 and 3✓
32, 3 and 4
41 and 2

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1 and 3

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Consider the following criteria for the Marshall mix design for bituminous concrete: 1. Marshall stability (kg): 340 (minimum)2. Flow value: 18 - 243. Air voids in total mix (%): 3 - 54. Voids filled with bitumen, VFB (%): 50 - 60 Which of the design criteria given above is/are true?

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Consider the following criteria for the Marshall mix design for bituminous concrete: 1. Marshall stability (kg): 340 (minimum)2. Flow value: 18 - 243. Air voids in total mix (%): 3 - 54. Voids filled with bitumen, VFB (%): 50 - 60 Which of the design criteria given above is/are true?

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