SC-Coppell HS-LR000531FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620-7326
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: May 31, 2000
PROJECT: Coppell High School, High School Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: May 26, 2000
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dr~ Density (pcf) Optimum Moisture (%)
1 Tan clayey sand and aggregrate 130.0 9.4
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
245 1 Sidewalk approx. 10 feet west of west 125.0 8.4 96.2
side of building, final
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~ -~<~'~' ~
SMH/bg
Distribution: DaI-Mac Construction - Damon Norman
City Of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike EImore
JRJ Paving - Jeff Williford