SC-Coppell MSW-LR010919FUGRO SOUTH, INC.
FIELD DENSITY REPORT
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2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT Coppell ISD, c/o K A Sparks Report Date September 19, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
DATE PERFORMED: September 10, 2001
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 Dark brown clay 97.3 23.4
TEST RESULTS
TEST
PROCTOR LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
8
1 4 inch sanitary sewer for additional
93.3
28.0
95
building, 2 feet below grade
9
1 4 inch sanitary sewer for additional
93.7
27.3
96.3
building, 12 inches below grade
10
1 4 inch sanitary sewer for additional
94.2
27.6
96.8
building, final
Remarks:
All densities meet project specifications unless otherwise
noted.
Jose Rivera
Fugro South Technician
FUGRO SOUTH
INC.
Reviewed By: .
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell ✓
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl