I've lurked on this forum for awhile now and seemed to always find answers to my questions by just searing the forum but I was unable to find the answer on this. I just got asked to bid on a job for a commercial building pad and the plans call for a 98% compaction. The cuts range from 4 foot and the fills from as little as one foot to 5 and a half foot over the pad. So my question is do you guys think that a sheepsfoot Vibratory roller will work for this? If not what would you guys recommend, and any tips on rolling pattern would greatly be appreciated. The plan that I have in mind is to use an excavator to cut and a dozer to push the piles while another guy runs the roller compacting as the fill is brought up. But I'm not sure as this will be my first project with a compaction test, so any tips or ideas would be greatly appreciated.