SC-Coppell HS-LR000519FUGRO SOUTH, INC.
2880 Vlrgo Lane; DaKas, Texas 75229
Ph (9T2) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion, Coppell, Texas
REPORT DATE: May 19, 2000
PROJECT NO: 0791-2208
DATE PERFORMED: May 17, 2000
Density Test Method:
Number
1
Description
Dark brown silty clayey sand with some gravel
TEST RESULTS
TEST PROCTOR
NO. NO.
242 1
243 1
244 1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
120.3
LOCATION
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
11.3
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSrrY
118.1 12.6 98.2
114.9 11.9 95.5
Paving Subgrade at west sidewalk of
Building "D" tested at front entrance area,
final
Paving Subgrade at west sidewalk of
Building "D" tested at 50 feet south of
north end, final
Paving Subgrade at west sidewalk of
Building "D" tested at 150 feet south of
north end, final
114.4 11.4 95.1
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City Of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Reviewed By: .