SC-Coppell HS-LR 991119FUGRO SOUTH, INC. ~
2880 Virgo lane; Dallas, Texas 7522.9
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: November 19, 1999
PROJECT: Coppell High School, Coppeli, Texas PROJECT NO: 0791-2208
DATE' PERFORMED: November 17, 1999
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Dark gray clay with some gravel 107.4 17.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
51 I Paving Subgrade, firelane/parking by 104.1 16.8 96.9
Band Hall, south side, final
52 1 Paving Subgrade, firelane/parking by 103.4 16.9 96.3
Band Hall, north side, final
53 1 Paving Subgrade, parking east side of 105.2 15.8 98.0
Band Hall, 50 feet north of firelane, final
54 1 Paving Subgrade, 150 feet north of 106.7 16.1 99.3
firelane, final
Remarks: All densities meet project specifications unless otherwise noted.
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