SC-Coppell HS-LR 991124FUGRO SOUTH, INC.
2880 Virgo Lane; Oallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTUREIDENSlTY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 24, 1999
PROJECT: Coppell High School, Coppell, Texas Project NO.: 0791-2208
SAMPLE DATE: November 17, 1999 I
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Reddish Silty Sandy Clay with some dark gray clay
Sample Origin: On-Site
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Manual
Maximum Dry Density: (Ibs/cu ft) 119.4
Optimum Moisture Content (%): 12.2
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