boffintech
Civil/Environmental
- Jul 29, 2005
- 469
Am doing the special inspection work on new high school football stadium. The high mast lighting was originally to be placed in deep augured holes but due to encountering rock several were redesigned and are to placed on spread footings.
The footings have # 5 @ 18" EW top and depending on the size of footings a specified number #6 EW bottom. The drawing appears to show the pre-cast concrete mast standing vertically through both mats of rebar. So the contractor simply cuts a round hole through both mats of rebar so that the mast can rest on the bearing elevation of the footing.
OK, not much weight, but depending on the number of lights lots of moment. But the # 6 bottom mat has a hole cut in it? Does that sound right?
Just want a heads-up before I ask the EOR.
The footings have # 5 @ 18" EW top and depending on the size of footings a specified number #6 EW bottom. The drawing appears to show the pre-cast concrete mast standing vertically through both mats of rebar. So the contractor simply cuts a round hole through both mats of rebar so that the mast can rest on the bearing elevation of the footing.
OK, not much weight, but depending on the number of lights lots of moment. But the # 6 bottom mat has a hole cut in it? Does that sound right?
Just want a heads-up before I ask the EOR.