SC-Coppell HS-LR000225FUGRO 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: February 25, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED:
Density Test Method:
Number
1
Description
Brown silty sandy clay with gray shale fragments
and some gravel
TEST PROCTOR
NO. NO.
143 1
144 1
145 1
146 1
Remarks:
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
114.7
LOCATION
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
12.4
Tennis Court Subgrade, Pad #7, 1st lift
Tennis Court Subgrade, Pad #8, 2nd lift
Tennis Court Subgrade, Pade #9, 1st lift
Tennis Court Subgrade, Pad #10, 2nd lift
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
110.8 11.2 96.5
111.6 10.2 97.3
109.4 14.4 95.3
109.9 11.8 95.9
All densities meet project specifications unless otherwise noted.
Mike Flute
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: