Waterside P3-LR 960912FUGRO-McCLELLAND (SOUTHWEST), INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Standard Pacific of Texas PROJECT NO.: 0751-2031
PROJECT: Waterside Estates #3, Coppell, Texas REPORT DATE: September 12, 1996
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Dark brown sandy clay with gray limestone and 108.9
gravel 18.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
78 1 888 Madners Court, rear approach at 103.6 17.7 (4)
alley, final 95.1
Remarks: (~) Slightly Iow moisture was accepted by the City of Coppell inspector and the
contractor was instructed by the City of Coppel inspector to wet the subgrade pdor to
placing concrete.
Jason Bdminqham
Fugro-McClelland Technician
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: ~"~
SMH/br
Distribution: Standard Pacific of Texas - Bob Wallace
City of Coppell - Larry Davis f