SC-Coppell HS-LR000320FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: March 20, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 15, 2000 ]
Density Test Method:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Number Description Maximum Dry Density (pcf)
I Red brown clayey sand (select) 116.9
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
13.5
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE
NO. NO. WEIGHT CONTENT PERCENT
196 1 South Retaining Wall, Grid A-24, 1st lift 110.1 16.5
197 1 South Retaining Wall, Grid B-24, 1st lift 111.2 14.9
Remarks: *Does not meet project specifications for percent compaction.
PERCENT OF
MAXIMUM DENSITY
94.2*
95.1
Thomas Cranford
Fugro South Technician
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 Wiiliford
FUGRO SOUTH INC.
Reviewed By: