SC-Coppell HS-LR000119 (2)FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
I
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: January 19, 2000
Coppell High School, Multi Purpose Building, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: January 18, 2000
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pcf)
Red silty sand with some dark gray clay 119.4
Red brown clayey sand (select) 116.9
TEST PROCTOR
NO. NO.
92 1
93 1
94 2
95 2
96 2
97 2
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
12.2
13.5
98 2
PERCENT OF
MAXIMUM DENSITY
12.6 96.8
12.3 96.1
9.4' 89.4'*
6.8* 93.0**
8.3' 90.8**
10.2' 92.1'*
TEST RESULTS
LOCATION UNIT DRY MOISTURE
WEIGHT CONTENT PERCENT
Multi-Purpose Building Subgrade, 50 feet 115.6
west from east wall, final
Multi-Purpose Building Subgrade, 150 feet 114.7
west from east wall, final
Stadium Subgrade, 75 feet from north 104.5
end, 2nd lift/final
Stadium Subgrade, 150 feet from north 108.8
end, 2nd lift/final
Stadium Subgrade, 30 feet from south 106.2
end, 2nd lift/final
Stadium Subgrade, south concession 107.7
stand, 2nd lift/final
Stadium Subgrade, north concessaion 105.3
stand, 2nd lift/final
7.9' 90.1 **
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specification for percent compaction.
William Granger
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: