SC-Coppell MSN-LR 970919�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 September 19, 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED: September 16, 1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Medium brown silty clay 110.3 16.9
2 Dark brown silty clay 111.7 16.3
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
183
2
48 inch RCP, Intersection of Natches and
111.7
11.4*
100.0
Denton Tap, north side, 1 st lift
184
2
48 inch RCP, Intersection of Natches and
94.3
16.6
84.4 **
Denton Tap, south side, 1st lift
Remarks: * Does not meet project specifications for percent moisture content.
** Does not meet project specification for percent maximum dry density.
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