1. . Horizontal distance between centroids of the sections of cutting and filling is termed as:
(A) I.M.P
(B) Interval
(C) Lift
(D) Lead
2. . Vertical distance between centroids of the sections of cutting and filling is termed as:
(A) Lift
(B) Lead
(C) I.M.P.
(D) Interval
3. . More accurate method of calculating earth work is:
(A) Mean depth
(B) Mean area
(C) Graphical
(D) Prismoidal
4. . Prismoidal formula to calculate the volume of earth is:
(A) L/3(A₁+A₂+√ )
(B) L/6(A₁+A₂+4am)
(C) L/3(A₁+A₂+4am)
(D) L/2(A₁+A₂+√ )
5. . The point on which value of depth in cutting or height of filling is zero:
(A) I.M.P
(B) Lead
(C) Lift
(D) Interval
6. . The value of cutting or filling of earth on I.M.P is to be:
(A) 1
(B) 0
(C) +1
(D) ±1
7. . Longitudinal slope of the centre line of the road or canal is called:
(A) Gradient
(B) Country slope
(C) Camber
(D) Slope
8. . Such gradients are given in the roads in hilly area:
(A) Double
(B) Inverse
(C) Steep
(D) Flat
9. . The transverse slope of the road is called:
(A) Gradient
(B) Side slope
(C) Camber
(D) Super elevation
10. . X Section of a road at which area of cutting and filling both exists is:
(A) Cutting
(B) Partially in cutting & Filling
(C) Filling
(D) None of these
11. . If product of depth at centre line and cross slope increases the half breadth of a hilly road, then section of this road will be in:
(A) Cutting
(B) Fully cutting
(C) Filling
(D) None of these