SC-Coppell HS-LR000221FUGRO 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 21, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
Density Test Method:
Number
1
Description
Brown silty sandy clay with gray shale fragments
and some gravel
TEST PROCTOR
NO. NO.
119 1
120 1
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
Parking Subgrade, 120 feet south of fence
adjacent to east side line of football field,
natural
TEST RESULTS
UNIT DRY MOISTURE
WEIGHT CONTENT PERCENT
108.4 13.9
Parking Subgrade, 300 feet south of fence
adjacent to east side line of football field,
natural
PERCENT OF
MAXIMUM DENSITY
95.1
114.2 12.2 99.5
Remarks: All densities meat 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:
FUGRO SOUTH, INC.
i
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 21, 20(X)
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED:
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Brown silty sandy clay with gray shale fragments
and some gravel
Tan silty sandy clay with limestone fragments and
calcareous nodules
TEST PROGTOR
NO. NO.
117 2
118 I
Remarks:
TEST RESULTS
LOCATION
First two tennis courts at northeast comer,
15 feet south and 15 feet west from
northeast corner, natural
First two tennis courts at northeast comer,
25 feet north and 7 feet east from
southwest corner, natural
Mothod of CompacUon: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) OpUmum Moisture (%)
114.7 12.4
102.3 17.1
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
102.1 17.6 99.8
115.4 12.5 100.6
All densities meet project specifications unless otherwise noted.
David Putman
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: