SC-Coppell HS-LR000407FUGRO 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: April 7, 2000
PROJECT NO: 0791-2208
DATE PERFORMED: April 5, 2000
Density Test Method:
Number
1
Description
Dark brown silty clay with some organics
TEST PROCTOR
NO. NO.
226 1
227
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
96.1
Remarks:
LOCATION
TEST RESULTS
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
18.9
Tennis Court/Parking Lot, 30 feet off
firelane adjacent to front entrance of
school (northeast parking area), 1 foot
below grade
I Tennis Court/Parking Lot, 75 feet off 93.4
firelane adjacent to northeast approach
(northeast parking lot), 1 foot below grade
**Does not meet project specifications for percent maximum dry density.
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
86.8 19.3 90.3**
20.4 97.2
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: