Do anyone have any experience with using Calcium Chloride to stabilize a gravel road. I have a Client who want to prevent rutting in their access road but cannot pave it. I found a few web site on the subject but nothing substantial.
We are beginning to work on more and more projects that involve the use of synthetic turf. I'm trying to determine two things:
What a conservative Curve Number would b,e and how to best model the underdrain system that is required for these types of fields?
Has anyone had to do this yet...
