SC-Coppell HS-LR000303FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas
REPORT DATE: March 3, 2000
PROJECT NO: 0791-2208
DATE PERFORMED: February 29, 2000
Density Test Method:
Number
1
Description
Brown silty sandy clay with gray shale fragments
and some gravel
TEST RESULTS
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
114.7
LOCATION
TEST PROCTOR
NO. NO.
153 1
154 1
Remarks:
Tennis Court Subgrade, Area 1, 4th lift
Tennis Court Subgrade, Area 1, final
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
12.4
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
96.7 16.3* 84.3**
99.4 18.1 * 86.7**
* Does not meet project specifications for percent moisture content.
** Does not meet project specification for percent compaction.
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: '~- .~'~'~. ~
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.
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.
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas
REPORT DATE: March 3, 2000
PROJECT NO: 0791-2208
DATE PERFORMED: March 1,2000
Density Test Method:
Number
1
TEST
NO.
155
156
157
158
Remarks:
Description
Dark gray shaly clay mix with some gravel
TEST RESULTS
PROCTOR
NO.
1
1
1
1
ASTM D-2922 & 3017
MOISTUREIDENSlTY RELATIONS
Material
Maximum Dry Density (pcf)
103.6
LOCATION
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
18.2
Tennis Cou~sArea, Pad 3, final
Tennis CouAs Area, Pad 4, final
Tennis CouAs Area, Pad 5, final
Tennis CouAsArea, Pad 6, final
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
106.8 19.9 103.1
101.9 18.5 98.4
102.4 19.1 98.4
103.6 18.3 100.1
All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
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