Quote:
Originally Posted by bomberjet
Oh okay.
Maybe, Drew, you can help me (us) understand the test caisson thing. What are they "testing" exactly.
That they assumptions about bedrock depth are accurate? Do they actually load up the caisson to design loading? And are the test caissons used in the final structure or just kind of there and are wasted?
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I have personally never worked on a project of that scale - but from my experience, geotechnical Engineers like to specify on their reports that they are to visually confirm bearing surfaces prior to pouring foundation elements. Usually this is just a formality, but for large, tall buildings, you want to be absolutely sure you are getting what you your random test holes showed originally. So yes, they are confirming bearing surfaces, water seepage, etc. etc.
Also, to get higher resistance numbers, they can specify that the base of the caissons is "hand cleaned" not "mechanically cleaned" which means exactly what it sounds like.