SC-Coppell HS-LR000120FUGRO 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: January 20, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: January 19, 2000
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pcf)
Red brown clayey sand (select) 116.9
Dark brown silty clayey sand with some gravel 120.3
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
13.5
11.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
99 1 Retest of Test #94, tested 1-18-2000, 2nd 111.0 14.7 95.0
lift/final
100 1 Retest of Test #95, tested 1-18-2000, 2nd 113.8 13.5 97.3
lift/final
101 1 Retest of Test #96, tested 1-18-2000, 2nd 113.2 15.5 96.8
liftJfinal
102 1 Retest of Test ~"37, tested 1-18-2000, 2nd 112.2 14.3 96.0
lift/final
103 1 Retest of Test #98, tested 1-18-2000, 2nd 115.4 15.0 98.7
liftJfinal
104 2 8 inch water line fire lane, station 6+00, 117.8 14.9 97.9
final
105 2 8 inch water line fire lane, station 7+50, 116.9 14.0 97.2
final
106 2 8 inch water line fire lane, station 9+00, 119.0 12.9 98.9
final
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
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 Williford
FUGRO SOUTH INC.
Reviewed By: '~' ~'~"~"~'""~