SC-Coppell MSN-LR 970723FUGRO- McCLELLAND (SOUTHWEST), INC.
I N
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: July 23,1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: July 17, 1997
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Dark brown silty clay
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( °k)
111.7 16.3
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
133
1
8 inch water line, Line B, station 15 +00, 2
108.3
17.6
97.0
feet below grade
134
1
8 inch water line, Line B, station 12 +00, 2
108.6
17.2
97.2
feet below grade
Remarks:
All densities
meet project specifications unless otherwise
noted.
Scott Rogers
Fug ro- 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 bv'
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore
can
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISO
PROJECT: Coppell Middle School North Sitework, Coppell, Texas
REPORT DATE: July 23, 1997
PROJECT NO.: 0771 -2094
DATE PERFORMED: July 16 1997
MOISTURE /DENSITY RELATIONS
Material
Proctor Results
Number
Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1
Medium brown silty clay
110.3
16.9
2
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
127
1 8 inch water line, Line A, station 25 +00, 2 105.8
17.1
95.9
feet below grade
128
2 33 inch storm, Line A, station 1 +00, final 107.7
16.4
96.4
129
1 33 inch storm, Line A, station 1 +00, 2 feet 106.7
16.9
96.7
below grade
130
1 33 inch storm, Line A, station 3 +27, final 105.7
18.0
95.8
131
1 33 inch storm, Line A, station 3 +29, 2 feet 105.8
18.5
95.9
below grade
132
1 8 inch water line, Line A, station 25 +00, 105.4
18.1
95.5
final
Remarks: All densities meet project specifications unless otherwise noted.
Scott Rogers
Fugro-McClel land Technician
SMH /mv
Distribution: Coppell ISO - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked b
City of Coppell - Garreth Campbell - '
SHW Group - Joe Craddock
SHW Group - Mike Elmore
�GRO
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: July 23, 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED:' July' 11 1997
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Dark gray and brown silty clay with organics 107.6 17.7
2 Tan, yellow, brown and gray shaley clay mix 105.5 20.2
3 Medium brown silty clay 110.3 16.9
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
117
1
28 foot Future Public road,
station 8 +00,
104.9
19.0
97.4
3rd lift
118
1
28 foot Future Public road,
station 8 +00,
106.0
18.3
98.5
3rd lift
119
3
28 foot Future Public road,
station 2 +00,
108.4
18.1
98.2
3rd lift
120
3
28 foot Future Public road,
station 7 +50,
108.1
17.9
98.0
final
121
3
28 foot Future Public road,
station 4 +50,
108.8
18.5
98.6
final
122
1
28 foot Future Public road,
station 1 +50,
105.8
17.9
98.3
final
Remarks: All densities meet project specifications unless otherwise noted.
David Peters
Fugro - McClelland Technician
SMHImv
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