busting your balls. Everything was great until the time. The reason I said all4paws is she got me banned from the lake years ago with some of her math. No pun intended.</p>
Change order....you got that right.woozman said:1. Water will be displaced by the concrete so it shouldn't matter. If it is an issue they can adjust the mix (admixtures) to compensate - there are concrete mixes that set underwater.
2. A typical trailer mounted dewatering/bypass vacuum pump will pump 2500 GPM max. at around 120-feet of head. From looking at that picture of the formed pile foundation it looks to be about a 12-foot diameter. At 40-feet deep the volume would be around 4525 cubic feet or 33,850 gallons if the "hole" was completely full. Therefore it would take less than 2-minutes to pump out the pile foundation.
If there is a hold up it is more likely that the engineer didn't account for groundwater infiltration and/or rainfall inflow and there is not a pay item in the bid for dewatering operations. That would mean a change order, which could take some time depending on how much of a pissing match the client and the engineer get into (i.e. who will pay for it).
Of course I am only going on what I read in this thread so I probably have a 0.01% chance of being correct.
Sutterkane woya said:<table style="width: 463px; height: 18px;" summary="user post and replies"> <tbody class="expandable post reply even Sutterkane-woya" id="post-id-3"> <tr> <td class="th poster-name firstcol">
</td> <td class="th post-subject"><span class="post-title">There's a bump on the branch on the log in the hole in the bottom of the sea</span></td> </tr> </tbody> </table>
Good Stuff