SC-Coppell HS-LR000313FUGRO 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 13, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 8, 2000
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Medium brown silty sandy clay with some gravel
Medium brown silty clayey sand with gravel
(select)
TEST PROCTOR
NO. NO.
172 1
173 1
174 2
175 2
TEST RESULTS
LOCATION
Method of Compaction: ASTM D-698
Borrow Pit at north end of parking, center
lane, 1st lift
Borrow Pit at south end of parking, center
lane, 2"d lift
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
91.7 25.7
123.0 11.0
Borrow Pit at Pad #6 Court, final
Borrow Pit, Court #7, final
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
88.3 24.3 96.3
89.2 28.3 97.3
118.2 10.5 96.1
117.0 12.4 95.1
Remarks: All densities meet project specifications unless otherwise noted.
Thomas Cranford
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: