Gary Fowler
Super Star Member
- Joined
- Jun 23, 2008
- Messages
- 11,998
- Location
- Bismarck Arkansas
- Tractor
- 2009 Kubota RTV 900, 2009 Kubota B26 TLB & 2010 model LS P7010
I have to tell this one. We had a PE soils engineer that would not approve the road base "because the moisture content was too high". WE (construction QC) and his own tech tried to tell him that the nuclear density gauge was reading hydrated moisture in the limed dirt that we had put down. We had put down several truck loads of liquid lime, chopping it in with a soil mixed (BA tiller) then grading it and compacting it with a roller. We used this road as a construction road for over a year and it held up fine. You could walk a 200T crane down it or across it and leave no depression, just black marks from the steel tracks rubbing the hard soil. The geotechnical inspector would have to have a 14# sledge hammer to drive in his spike to make a Nuke test, then we would need a 20 T cherry picker to pull it out but the PE said too soft. Had to drag his Arse out of the office to witness first hand how the road bed was before he would accept that he was wrong and we were right. It didn't hurt that we made him drive in one of the spikes to test, he was sweating pretty good when he finished.
Lots of over-educated folks hate to admit that an old construction person can out do them in common knowledge.
Lots of over-educated folks hate to admit that an old construction person can out do them in common knowledge.