SC-Coppell HS-LR000327FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: March 27, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 20, 2000
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pcf)
Red brown sandy clay 118.6
Dark brown silty clay with some organics 96.1
TEST RESULTS
TEST PROCTOR
NO. NO.
201 2
202 1
203 1
2O4 2
LOCATION
West side parking lot of tennis courts, 150
feet north and 25 feet east from southwest
comer, 4~h lift
Electric line backfill under stadium on 115.7
south side of Line 1, final
Electric line backfill under stadium on east 118.3
side of elevator pit, final
South parking lot for tennis courts at 96.0
northwest corner, final
South parking lot for tennis courts at 95.3
southeast comer, final
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
12.4
18.9
205 2
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
95.7 19.8 99.6
15.6 97.6
12.6 99.7
19.1 100.0
19.5 96.1
Remarks: All densities meet project-specifications unless otherwise noted.
David Putman
Fugro South Technician
FUGRO SOUTH INC.
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
Reviewed By: