5 3 7 8 Table below shows the chainage (length), cut and fill end areas Earthwork Calculations Station 0+30 1+00 1+50 cut end area fill end area (sf) (sf) 320 650 270 780 300 620 cut volume fill volume (cy) (cy) total volume total volume of fill of cut For the earth calculations shown on the left, compute the total volume of fill. (sf = square feet, cy= cubic yards, 1 cy= 27 cubic ft) Hint: When the end areas of cut or fill have been computed for adjacent stations, the volume of cut or fill between those stations can be computed by simply averaging the end areas and multiplying the average end area by the distance between the end area stations. Length is the difference between stations. V-(A1+A2)/2*L 60,800 cy 53,000 cy 2.252 cy 2,021 cy

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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5
3
7
8
Table below shows the chainage (length), cut and fill end areas
Earthwork Calculations
Station
0+30
1+00
1+50
cut end area fill end area
(sf)
(sf)
320
650
270
780
300
620
cut volume fill volume
(cy)
(cy)
total volume total volume
of fill
of cut
For the earth calculations shown on the left, compute the total
volume of fill. (sf = square feet, cy= cubic yards, 1 cy= 27 cubic ft)
Hint:
When the end areas of cut or fill have been computed for adjacent
stations, the volume of cut or fill between those stations can be
computed by simply averaging the end areas and multiplying the
average end area by the distance between the end area stations.
Length is the difference between stations.
V-(A1+A2)/2*L
60,800 cy
53,000 cy
2.252 cy
2,021 cy
Transcribed Image Text:5 3 7 8 Table below shows the chainage (length), cut and fill end areas Earthwork Calculations Station 0+30 1+00 1+50 cut end area fill end area (sf) (sf) 320 650 270 780 300 620 cut volume fill volume (cy) (cy) total volume total volume of fill of cut For the earth calculations shown on the left, compute the total volume of fill. (sf = square feet, cy= cubic yards, 1 cy= 27 cubic ft) Hint: When the end areas of cut or fill have been computed for adjacent stations, the volume of cut or fill between those stations can be computed by simply averaging the end areas and multiplying the average end area by the distance between the end area stations. Length is the difference between stations. V-(A1+A2)/2*L 60,800 cy 53,000 cy 2.252 cy 2,021 cy
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