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SC-Coppell HS-LR 990920
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 DaI-Mac Construction Co. REPORT DATE: September 20, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 16, 1999 Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present(i) Used Remarks ff. PAD "D" PAD "C" 237 18 18.0 5.0 5.1 23.1 Yes Yes Yes C-l-CA.8 236 18 16.3 5.0 5.8 22.1 Yes Yes Yes A10.5- CA.8 248 18 16.9 5.0 5.8 22.7 Yes Yes Yes Cl-CA 249 18 15.8 4.0 4.1 19.9 Yes Yes Yes A10-CA 246 18 14.5 5.0 5.7 20.2 Yes Yes Yes C2-CA 241 18 14.0 5.0 5.0 19.0 Yes Yes Yes C2.8-CA.8 240 18 13.6 4.0 4.1 17.7 Yes Yes Yes C2.5-CA.8 244 16 13.1 5.0 5.2 18.3 Yes Yes Yes C2.5-CA 245 18 13.6 4.0 4.1 17.7 Yes Yes Yes C2.8-CA Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing 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 - Damc~n Norman SHW Group - Joe Craddock City of Coppell - Larry Davisi=/ SHW Group - Mike Elmore Coppell lSD - Mickey Harper JRJ Paving - Jeff Williford