Pavement Design and Highway Construction (3150613) MCQs

MCQs of Unit 2: Pavement Materials and Characterization: Aggreagte

Showing 31 to 37 out of 37 Questions
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31.
For the Granular Sub-base, in two layer lower and upper sub-base thickness shall not less than ____________individual
(a) 150mm
(b) 250mm
(c) 300mm
(d) 175mm
Answer:

Option (a)

32.
Full form of WBM
(a) Wet Bound Macadam
(b) Water Bound Mix
(c) Water Bound Macadam
(d) None of the above
Answer:

Option (c)

33.
Full form of WMM
(a) Water Mix Machine
(b) Wet Mix Macadam
(c) Wet Movement Macadam
(d) Water Mixt Mass
Answer:

Option (b)

34.
In the Base Course for the Water Bound Macadam, the maximum speed of roller is
(a) 5 KMPH
(b) 8 KMPH
(c) 10 KMPH
(d) 15 KMPH
Answer:

Option (a)

35.
In the dense graded bituminous macadam for grading type 1, the minimum Bitumen content % by mass of total mix is_______
(a) 4
(b) 5
(c) 6
(d) 5.5
Answer:

Option (a)

36.
Full form of NMSA
(a) Nominal Maximum Size of Aggregate
(b) Normal Maximum Size of Aggregate
(c) Normal Minimum Size of Aggregate
(d) Nominal Minimum Size of Aggregate
Answer:

Option (a)

37.
In the dense graded bituminous macadam for grading type 2, the Nominal Maximum Size of Aggregate is________
(a) 37.5 mm
(b) 26.5 mm
(c) 19 mm
(d) 45 mm
Answer:

Option (b)

Showing 31 to 37 out of 37 Questions
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