Loading...
SC-Coppell HS-LR 990827FUGRO SOUTH, INC. i 2880 Vireo Lane; Dallas. Texas 7522.9 Ph (972) 484-8301; Fax (972) 620-7328 OBSERVATION OF CONCRETE PLACEMENT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 27, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DATE PERFORMED: August 24, 1999 General Contractor: DaI-Mac Method of Test: Applicable ACl Recommendations and ASTM Standards Results / Remarks: Concrete placement observation was performed at the Grade Beams between Grid Lines Al0 through A6 and following location: AA to AJ Time placement began: 11:50 a.m. Time placement ended: 5:00 p.m. Total cubic yards placed: 150 Slump range (inches): 3 - 5 Slump required (inches): 5 Concrete supplier and plant: Lattimore - Plant No. 7 Concrete temperature range (°F): 87 - 91°F Strength required (psi/days): 3000/28 Number of cylinders made: 12 Superplasticizer used: No David Putman Fugro South Technician FUGRO SOUTH, INC. Reviewed By: ~ --'~'~'~--"~ SMH/bg Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis / Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC, ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, cJo Dal - Mac Construction Co. REPORT DATE: August 27, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 1 DATE PERFORMED: August 26, 1999 Location: Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment PresentI~) Used Remarks ff. 123 18 17.8 5.0 5.3 23.1 Yes Yes Yes G5.1-GA 124 18 16.5 8.0 8.3 24.8 Yes Yes Yes G5.1 -GB 125 18 16.5 8.0 8.1 24.6 Yes Yes Yes G5.1-GC 126 18 17.0 10.0 10.6 27.6 Yes Yes Yes G5.1-GD 127 18 16.3 9.0 10.1 26.3 Yes Yes Yes G5.1-GE 129 24 14.5 9.0 9.4 23.9 Yes Yes Yes G5-GG 140 24 15.4 11.0 11.0 26.4 Yes Yes Yes G6-GG 149 24 16.4 9.0 9.2 25.6 Yes Yes Yes G9-GG 160 24 14.4 9.0 9.1 23.5 Yes Yes Yes G10-GG 106 18 16.9 5.0 5.1 22.0 Yes Yes Yes G4-GA 107 18 16.6 10.0 10.0 26.6 No Yes Yes G4-GB 105 18 15.2 4.0 6.0 21.2 Yes Yes Yes G3.5-GA 67 15 16.5 4.0 4.3 20.8 No Yes Yes G3-GA 91 18 14.2 10.0 10.0 24.2 No Yes Yes G3-GB 131 24 13.4 14.0 14.2 27.6 Yes Yes Yes GH-G5 FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 27, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 26, 1999 Location: Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ff. ft. Alignment Present(~) Used Remarks fl. 142 24 14.1 17.0 17.4 31.5 Yes Yes Yes GH-G7 Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Beadng Material: Gray Shale m During drilling operations; however, piers were dry prior to placement of concrete. Thomas Cranford Fugro Technician FUGRO SOUTH INC. Reviewed By: ~"- SMH/bg Distribution: DaI-Mac Construction- Damon Norman City of Coppeil - Larry Davis Coppell lSD - Mickey Harper SHVV Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford