SC-Coppell MSN-LR 970821N can
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 21, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: August 14, 1997`
MOISTUREIDENSITY RELATIONS
Material
Number
Description
1
Medium brown silty clay
2
Dark brown silty clay
3
Light brown sand and light gray silty clay with
organics
4
Dark gray and brown silty clay with organics
TEST RESULTS
107.6
17.7
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
154
1
Natches Trace Drive,
station 16 +00, final
109.3
16.9
99.1
155
2
Natches Trace Drive,
station 13 +00, 3rd
111.9
18.1
100.2
lift
156
4
Natches Trace Drive,
station 10 +00, 3rd
103.1
17.8
95.8
lift
157
4
Natches Trace Drive,
station 7 +00, 3rd lift
107.4
20.0
99.8
158
4
Natches Trace Drive,
station 4 +00, 3rd lift
108.1
18.7
100.5
159
4
Natches Trace Drive,
station 1 +50,
103.7
23.0
96.4
Natural
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
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
110.3 16.9
111.7 16.3
121.6 12.5