The following table gives the cut and fill areas at each section (particular station) for the same highway. Calculate the total cut and fill volume using ‘average area method’. (1 yd3 = 27 cubic ft)
Stations |
Cut Area (ft2) |
Avg cut area (ft2) |
Fill Area (ft2) |
Avg Fill area (ft2) |
Length(ft) |
Cut Volume (ft3) |
Fill Volume (ft3) |
Starting station (10+00) |
0 |
0 |
|||||
20+00 |
133.70 |
0 |
|||||
40+00 |
0 |
1439.93 |
|||||
60+00 |
784.71 |
0 |
|||||
80+00 |
0 |
633.82 |
|||||
100+00 |
0 |
289.04 |
|||||
120+00 |
1440.89 |
0 |
|||||
140+00 |
64.46 |
0 |
|||||
160+00 |
0 |
60.60 |
|||||
End station (169+35.75) |
0 |
0 |
|||||
Total Volume (yd3) |
Pls leave a like if you like the solution. Feel free to comment if there is any mistake.
Get Answers For Free
Most questions answered within 1 hours.