SC-Coppell HS-LR000329FUGRO 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 29, 2000
Coppell High School, Tennis Court/Parking Lot, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 27, 2000
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
DescHpflon
Dark gray clay with some gravel
2O7 1
208 1
2O9 1
210 1
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
107.4 17.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
206 1 Parking lot on east side of tennis courts 102.5
(east end), 8"~ lift
Parking lot on east side of tennis courts 107.3
(west end), 8"~ lift
Parking lot on west side of tennis courts, 107.2
(south end), final
Parking lot on west side of tennis courts, 107.7
(center), final
Parking lot on west side of tennis courts, 109.7
(north end), final
MOISTURE
CONTENT PERCENT
PERCENT OF
MAXIMUM DENSITY
21.5 95.4
18.2 99.9
18.7 99.8
19.5 100.2
17.4 102.1
Remarks: All densities meet project specifications unless otherwise noted.
Mark Strittmatter
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: