Dear
The question is about earthwork design in cut section. In the cut section we want to intersect earthwork slope with the subgrade bottom layer. so that we can cut the existing ground up to the subgrade bottom layer and fill it with the greater CBR material.
When we try to do it with Earthwork Design Wizard the proposed toe ends up with existing ground level and the drainage layer and subgrade layer is not extended up to the side slope resulting incorrect quantity of cutting. (First Image)
A snap shot of actual output from MX Renew (First Image) and Desired out (Second Image) is also attached for your reference. .
Kindly guide up DOCXDOCX