SC-Coppell MSW-LR020520FUGRO SOUTH, INC.
WP Una
M
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Co ell ISD REPORT DATE: May 20, 2002
PROJECT:( Coppell ISD Service Center, Coppell, Texas PROJECT NO: 0701 -2233
DATE P
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D -698
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Gray silty clay with some gravel & organics 98.0 24.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
49
1
27 feet North & 12 feet West of Fire lane
97.4
24.1
99.4
along Wranger Circle, 50 feet northeast
corner , final lift
50
1
60 feet North & 15 feet West of Fire lane
94.0
24.6
95.9
along Wranger Circle, 50 feet northeast,
final lift
Remarks: All densities meet project specifications unless otherwise noted.
Thomas L. Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: I _J ' 7 s�—
SMH/ nl
Distribution: K A Sparks Contractors Inc. – Jim Schooler
K A Sparks Contractors Inc. – Rick McKinney (Fax: 972 -462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell —
Coppell ISD - Mickey Harper
SHW Group – Mike Elmore
SHW Group – Dale Lilljedahl