15. The following is the cross section notes of a road grading work. Road bed for cut is 9 m, for fill is 8 m. Ratio of run to rise for cut is 1:1 and for fill is 1.5: 1. Station 3 +360 -3.2 +1.2 +1.2 +2.8 X 0 3.5 X

Structural Analysis
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Chapter2: Loads On Structures
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15. The following is the cross section notes of a road grading work. Road bed for cut is 9 m,
for fill is 8 m. Ratio of run to rise for cut is 1:1 and for fill is 1.5 : 1.
Station 3 +360
-3.2
+1.2
+1.2 +2.8
X 0
3.5
X
Station 4 +000
-3.00 -1.6
0
+2.7
X
2.0
0
4.0 X
Determine whether earthwork volume between the stations is cut or fill. By how much?
+3.6
Transcribed Image Text:15. The following is the cross section notes of a road grading work. Road bed for cut is 9 m, for fill is 8 m. Ratio of run to rise for cut is 1:1 and for fill is 1.5 : 1. Station 3 +360 -3.2 +1.2 +1.2 +2.8 X 0 3.5 X Station 4 +000 -3.00 -1.6 0 +2.7 X 2.0 0 4.0 X Determine whether earthwork volume between the stations is cut or fill. By how much? +3.6
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