Am calculating side fill volume for a trunk road, in our design we are providing a 1:2 V:H embankment slope when the road embankment is higher than 2meters and put a side fill (top soil )ontop of the embankment slopes at a slope of 1:4 as showm in the attached photo, am looking for a beter/easier way to calculate the volume of side fill, curently what i do is to create two corridors one at a slope of 1:2 and the other at a slope of 1:4 and calculate the difference btn two surfaces but this method is tideous and time consuming.
Any help is appreciated.
Humphrey GZE
Civil 3D 2013 64bit SP1
Elitebook 8540w
Core i7 2.8GHz, 8Gig RAM
NVIDIA Quadro FX880
160Gb SSD
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