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cadtag
2011-08-03, 08:19 PM
I'm trying to calculate the volume of concrete used in a retaining wall for an ADA ramp with 20+ feet of fall. The assembly I've set up is using the retaining wall subassembly, with a 4ft sidewalk, and then mirrored. There are two ramp alignments on opposite sided of the main highway leading down to the, with varying existing topology. The north ramp is 330 ft long, and the south ramp about 420 ft (cl alignment distance)

The sections look reasonable, but I don't care at all about cut & fill, just the volume of the retaing wall for a preliminary cost estimate..

Suggestions?

mjfarrell
2012-01-26, 11:27 PM
Create A quantity take off criteria that use the Corridor Shapes
Then use the Select Material report, after calculating the Volumes, you should get what you are after.