Laserfiche WebLink
<br />, <br />t <br />t <br />t <br />t <br />t <br />t <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />It <br />t <br />It <br />It <br />t <br />It <br />It <br />It <br />It <br />It <br />It <br />t <br />t <br />It <br />It <br />t <br />t <br />t <br />t <br />t <br />t <br />It <br /> <br />Table B-3 <br /> <br />Davis No.1 Dam Outlet Works And Spillway Rehabilitation <br /> <br />Structural Concrete Compressive Strength Test Results Summary <br />February-March 2001 <br /> <br />CyUnder Description Cylinder Cast Date Cylinder Size Density 3 Day Strength 7 Day Strength 28 Day Strength <br />Number Obs/cuft) (psi) (psi) (psi) <br />Outlet Footing 1 02123/01 4X8 140.8 2795 <br /> 2 02123/01 4X8 140.8 3590 <br /> 3 02123/01 4X8 140.8 4300 <br /> 4 02123/01 4X8 140.8 4205 <br />Outlet Structure, WaDs 1 03/14/01 4X8 137.8 3425 <br /> 2 03/14/01 4X8 137.8 4460 <br /> 3 03/14/01 4X8 137.8 4390 <br /> 4 03/14/01 4X8 137.8 Hold <br />Pipe Crib, North End 1 03/16/01 4X8 142.7 4110 <br /> 2 03/16/01 4X8 142.7 5445 <br /> 3 03/16/01 4X8 142.7 4975 <br /> 4 03/16/01 4X8 142.7 Hold <br /> <br />Prepared by Rocky Mountain Consultants. Inc, <br /> <br />\\Neptune\DepC 43\0057 _059.mjb\Construction Report\testing.wb3 <br />