SC-Coppell MSN-LR 970611FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dailas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD, c/o K A Sparks Contractors, Inc. REPORT DATE: June 11, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: June '4 1997
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pct) Optimum Moisture ( %)
1 Medium brown silty clay 110.3 16.9
2 Light brown sand and light gray silty clay with 121.6 12.5
organics
3 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
63
1
Natches Trace Drive,
station 5 +00,
104.7
18.9
95.0
natural
64
2
Natches Trace Drive,
station 7 +50,
117.5
15.3
96.6
natural
65
3
Natches Trace Drive,
station 10 +50,
112.5
15.7
100.7
natural
66
3
Natches Trace Drive,
station 13 +00,
111.8
18.4
100.1
natural
67
1
Natches Trace Drive,
station 15 +20,
109.4
19.4
99.2
natural
68
2
Natches Trace Drive,
station 17 +50,
116.7
15.4
96.0
natural
Remarks: All densities meet project specifications unless otherwise noted.
Mark Strittmatter
Fugro - McClelland Technician
SMH /br
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams
SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
City of Coppell - Garreth Campbell X
K A Sparks Contractors, Inc. - Jim Schooler
SHW Group - Joe Craddock