jhussus
Civil/Environmental
- Jun 14, 2011
- 4
I am working on a project outside of the US that will bring a 30 ton load on a tractor trailer up a mountainous area. There is a section where the existing grade is 19% for a distance of 75'. We were thinking of knocking the slope down by bringing in fill (excavating is not an option because of hard rock and equipment that can not remove it). We can make it 12% for 360'. Is 12% still too high? Is 19% for a distance of 75' an issue that needs to be corrected? Any help would be much appreciated. Thanks!