The cut and fill areas for the cross-sections at five stations along the centerline of a highway segment are given in the Table below. Compute the accumulative earthwork volumes and piot the mass haul diagram (MHD) for this highway segment. Assume no shrinkage corrections, 3400 12 Station 0+00 1+00 2400 4+00 22 Cut areas (m?) Fill areas (m²) 24 0. 26 18 18 0%
The cut and fill areas for the cross-sections at five stations along the centerline of a highway segment are given in the Table below. Compute the accumulative earthwork volumes and piot the mass haul diagram (MHD) for this highway segment. Assume no shrinkage corrections, 3400 12 Station 0+00 1+00 2400 4+00 22 Cut areas (m?) Fill areas (m²) 24 0. 26 18 18 0%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The cut and fill areas for the cross-sections at five stations along the centerline of a highway
segment are given in the Table below. Compute the accumulative earthwork volumes and plot the
mass haul diagram (MHD) for this highway segment. Assume no shrinkage corrections.
2+00
4+00
3+00
12
Station
0+00
1+00
Cut areas (m?)
24
0.
22
Fill areas (m?)
26
18
18
01"
Transcribed Image Text:Q3
The cut and fill areas for the cross-sections at five stations along the centerline of a highway
segment are given in the Table below. Compute the accumulative earthwork volumes and plot the
mass haul diagram (MHD) for this highway segment. Assume no shrinkage corrections.
2+00
4+00
3+00
12
Station
0+00
1+00
Cut areas (m?)
24
0.
22
Fill areas (m?)
26
18
18
01
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