SC-Coppell MSN-LR 970818� GRO
FUGRO- McCLELLAND (SOUTHWEST), INC. ---
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT Coppell ISD REPORT DATE August 18, 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: `Au ust 13, 1997 l
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Medium brown silty clay
2 Dark gray and brown silty clay with organics
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
110.3 16.9
107.6 17.7
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
151
2
900 feet south of 533 E Road, final
104.4
18.2
97.0
152
2
600 feet south of 533 E Road, final
103.4
20.2
96.1
153
2
300 feet south of 533 E Road, final
104.6
18.6
97.2
Remarks: All densities meet project specifications unless otherwise noted.
Scott Rogers
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
FUGRO McCLELLAND (SOUTHWEST), INC.
Checked by:
City of Coppell - Garreth Campbell —
SHW Group - Joe Craddock
SHW Group - Mike Elmore