SC-Coppell HS-LR 990830 (2) 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 30, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DRILLING CONTRACTOR: Wylie Drilling Page 1
DATE PERFORMED: August 27, 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 Presentm Used Remarks
ft.
108 18 16.1 8.0 8.0 24.1 Yes Yes Yes GC-G4
109 18 16.7 11.0 11.1 27.8 Yes Yes Yes GD-G4
110 18 17.0 8.0 8.0 25.0 Yes Yes Yes GE-G4
111 18 16.2 12.0 12.1 28.3 Yes Yes Yes GG-G4
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 L. Cranford
Fugro 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