SC-Coppell MSN-LR 970911FUGRO- McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
� GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT:
Coppell ISD REPORT DATE
September 11, 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED: September 8, 1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number
Description Maximum Dry Density (pcf)
Optimum Moisture ( %)
1
Dark brown silty clay with organics (lime treated) 99.1
18.0
TEST RESULTS
TEST
PROCTOR LOCATION UNIT DRY MOISTURE
PERCENT OF
NO.
NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
171
1 West parking area, 150 feet south, 100 98.3 21.6
99.2
feet west of southwest corner of building ,
final
172
1 West parking area, 100 feet south, 50 feet 98.0 21.0
98.9
west of southwest corner of building, final
173
1 West parking area, 250 feet south, 200 97.4 22.2
98.3
feet west of southwest corner of building,
final
174
1 West parking area, 300 feet south, 250 94.8 20.7
95.7
feet west of southwest corner of building,
final
175
1 West parking area, 220 feet south, 275 93.9 21.9
95.0
feet west of southwest corner of building,
final
176
1 West fire lane, 100 feet south, 50 feet 97.3 19.6
98.2
west of southwest corner of building, final
177
1 West fire lane, 50 feet south, 50 feet west 97.3 20.2
98.2
of southwest corner of building, final
Remarks:
All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore