SC-Coppell MSN-LR 9706230
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, 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 23, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED:! June 6, 1997
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Dark brown silty clay 111.7 16.3
2 Medium brown silty clay 110.3 16.9
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
NO
NO
72
1
Natches Trace Drive,
station 5 +00, 2nd
110.4
16.0
98.8
lift
73
1
Natches Trace Drive,
station 7 +50, 2nd
112.3
16.5
100.5
lift
74
1
Natches Trace Drive,
station 10 +00, 2nd
108.3
19.0
97.0
lift
75
2
Natches Trace Drive,
station 12 +25, 2nd
107.9
16.5
97.8
lift
76
1
Natches Trace Drive,
station 15 +00, 2nd
110.7
16.0
99.1
lift
77
2
Natches Trace Drive,
station 17 +20, 2nd
107.5
19.0
97.4
lift
Remarks:
All densities meet project specifications unless otherwise
noted.
Mark Strittmatter
FUGRO-McCLELLAND (SOUTHWEST), INC.
Fug ro- McClelland Technician
Checked by:
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore