SC-Coppell HS-LR000328FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (97'2) 484-8301; Fax (972) 620-7328
DRILLED PIER OBSERVATION REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co.
PROJECT: Coppell High School, Tennis Court/Parking Lot, Coppell, Texas
DRILLING CONTRACTOR: Street Foundation
Report Date: March 28, 2000
Project No.: 0791-2208
Page 1
DATE PERFORMED: March 27, 2000
Location: Tennis Court
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 Used Remarks
fl.
A/1 18 6.8 8.0 8.1 14.9 Yes No No
A/2 18 5.6 .10.0 10.0 15.6 Yes No No
A/3 18 6.3 7.0 8.3 14.6 Yes No No
B/1 24 6.7 8.0 8.1 14.8 Yes No No
B/2 24 6.1 9.0 9.1 15.2 Yes No No
B/3 24 5.3 9.0 9.1 14.4 Yes No No
C/1 24 7.2 9.0 9.2 16.4 Yes No No
(:;/2 24 5.7 10.0 10.8 16.5 Yes No No
C/3 24 5.8 8.0 8.7 14.5 Yes No No
D/1 18 6.6 9.0 10.4 17.0 Yes No No
D/2 18 6.8 11.0 11.4 18.2 Yes No No
D/3 18 7.2 8.0 8.7 15.9 Yes No No
Reinforcing steel checked in all p~ers and found to be in accordanc~ with project requirements, unless
otherwise noted.
Bearing Material: Gray Shale
Phillip L. Forrest
Fugro Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
Reviewed By: ~ .~ .__,~_,-~.._,
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford