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SC-Coppell HS-LR 990903FUGRO SOUTH, INC. ---- 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 OBSERVATION OF CONCRETE PLACEMENT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 3, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DATE PERFORMED: September 1, 1999 General Contractor: Dai Mac Method of Test: Applicable ACI Recommendations and ASTM Standards Results I Remarks: Concrete placement observation was performed at the Grade Beams: Grid Line AH to BB - Al0 to A4 following location: Time placement began: 12:00 Noon Time placement ended: 4:35 p.m. Total cubic yards placed: 165 Slump range (inches): 4.5 to 5 Slump required (inches): 5 Concrete supplier and plant: Lattimore - Plant No. 7 Concrete temperature range (°F): 90 - 91°F Strength required (psi/days): 3000~28 Number of cylinders made: 16 Superplasticizer used: No William Granger 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. 2~80 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7326 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Del - Mac Construction Co. REPORT DATE: September 3, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: wylie Drilling Page DATE PERFORMED: September 1, 1999 I Location: AREA 'G" and "F" Depth Shaft to Plan Actual Total Pier Number Diameter Bearing Penetra- Penetra- Depth Proper Water Casing in. Material tion ft. tion ft. ft. Alignment Present(~ Used Remarks ft. 104-GP-G2 18.0 19.0 10.0 10.0 29.0 Yes Yes Yes Area "G" 103-GC-G 1.9 18.0 18.0 8.0 9.0 27.0 Yes Yes Yes Area "G" 119 GN-G3.5 18.0 14.0 8.0 8.9 22.9 Yes Yes Yes Area "G" 118-GM-G4 18.0 14.5 8.0 8.5 23.0 Yes Yes Yes Area "G" 117-GK.8-G4 18.0 15.7 7.0 7.2 22.9 Yes Yes Yes Area "G" 100-GK.5- 18.0 16.0 11.0 12.0 28.0 Yes Yes Yes Area "G" G1.9 116-G K-G4 18.0 13.7 8.0 11.3 24.0 Yes Yes Yes Area "G" 133-GK-G5 18.0 13.3 8.0 10.3 23.6 Yes Yes Yes Area "G" 115-G J-G4 18.0 13.0 8.0 10.0 23.0 Yes Yes Yes Area "G" 132-G J-G5 18.0 14.3 9.0 9.1 23.4 Yes Yes Yes Area "G" 122-GP-G4 18.0 13.4 10.0 10.2 23.6 Yes Yes Yes Area "G" 176-GP-G5 18.0 14.0 10.0 10.0 24.0 Yes Yes Yes Area "G" 147-GP-G8 18.0 13.7 10.0 10.0 23.7 Yes Yes Yes Area "G" 158-GP-G9 18.0 13.7 9.0 10.1 23.8 Yes Yes Yes Area "G" 113-GH-G4 24.0 15.8 14.0 14.6 30.4 Yes Yes Yes Area "G" 151 -GH-GG 24.0 15.5 15.0 15.0 30.5 Yes Yes Yes Area "G" 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: September 3, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: September 1, 1999 I Location: Depth Shaft to Plan Actual Total Pier Number Diameter Bearing Penetra- Penetra Depth Proper Water Casing in. Material tion ft. tion ft. ft. Alignment Present(~} Used Remarks ft. 162-GH-G10 24.0 15.3 14.0 14.2 29.5 Yes Yes Yes Area "G" 46-GH-F 1 24.0 16.0 13.0 13.0 29.0 Yes Yes Yes Area "F" 36-GH-F3 24.0 15.3 12.0 12.1 27.4 Yes Yes Yes Area "F" 26-GH-F5 24.0 15.0 12.0 12.5 27.5 Yes Yes Yes Area "F" 16-GH-F7 24,0 15.0 11.0 11.0 26.0 Yes Yes Yes Area "F" 9-GH-F8 24.0 15.0 12.0 12.4 27.4 Yes Yes Yes Area "F" 10-G J-F8 24.0 16.2 10.0 10.1 26.3 Yes Yes Yes Area "F" 37-G J-F3 18.0 14.0 8.0 8.3 22.3 Yes Yes Yes Area "F" 27-G J-F5 18.0 16.0 8.0 8.0 24,0 Yes Yes Yes Area "F" 17-G J-F7 18.0 14.3 8.0 8.4 22.4 Yes Yes Yes Area ~F" 47-G J-F1 24.0 13.7 9.0 9.1 22.8 Yes Yes Yes Area "F" 48-GK-F 1 24.0 13.5 11.0 11.0 24.5 Yes Yes Yes Area "F" 121 -FC-G4 18.0 15.4 8.0 8.6 24.0 Yes Yes Yes Area "G" 175-FC-G5 18.0 13.6 8.0 8.0 21.6 Yes Yes Yes Area "G" 135-GM-G5 18.0 13.1 8,0 8.2 21.3 Yes Yes Yes Area "G" 134-GK.8-G 5 18.0 14.5 7.0 7.4 21.9 Yes Yes Yes Area "G" 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: September 3, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 3 DATE PERFORMED: September 1, 1999 Location: Depth Shaft to Plan Actual Total Pier Number Diameter Bearing Penetra- Penetra Depth Proper Water Casing in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks fl. 152-GJ-G.9 18.0 15.0 9.0 9.4 24.4 Yes Yes Yes Area "G" 163-GJ-G 10 18.0 12.0 10.0 10.2 22.2 Yes Yes Yes Area "G" 153-GK-G9 18.0 14.0 8.0 8.4 22.4 Yes Yes Yes Area "G" 154-GK. 5-G9 18.0 14.3 7.0 7.7 22.0 Yes Yes Yes Area "G" 164-GK-G10 18.0 14.5 10.0 10.0 24.5 Yes Yes Yes Area 11-GK-F8 24.0 15.0 14.0 14.1 29.1 Yes Yes Yes Area "F" 12-GM-F8 24.0 13.0 12.0 12.2 25.2 Yes Yes Yes Area "F" Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale m During ddlling operations; however, piers were dry pdor to placement of concrete. Darrell Galloway Fugro Technician FUGRO SOUTH INC. Reviewed By: SMH/bg Distribution: Dal-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