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Originally Posted by plrh
Shouldn't MIT be on the hook for the geotech because it would have been done before the project was tendered? If the contractors price relies on the info submitted by MIT, and then the info is wrong, i dont think the contractor should pay.
And geotech companies would never take responsibility for what is outside their test holes; too much risk.
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MIT may have had geotech done for the RFP. Some preliminary test holes in much smaller numbers. I'm not really sure, wasn't involved in it. But typically if you're designing and constructing multiple bridges, you will have your own geotech work done. Extensive geotech so you know exactly whats going on at each foundation location.
The geotech recommendations would include depth of bedrock, glacial till, etc. Bearing and/or friction capacities of the soil, etc. So your structural designers can properly design foundations. If they messed this up, it's the contractors issue.
I don't think MIT and any of their geotech work would be relied upon by outside engineers for a design like that. Maybe use as a guideline for bidding and what you're expecting to see.
I'm working on a large pursuit right now and that's how it's being done. Preliminary geotech for the bid phase. Successful bidder will complete their own geotech to use for design.