SC-Coppell MSN-LR 970804FUGRO- McCLELLAND (SOUTHWEST), INC.
MOISTURE
CONTENT PERCENT
20.5
20.2
20.9
21.7
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE August 4, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: July 31,1997
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Tan, yellow, brown and gray shaley clay mix
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
105.5 20.2
Remarks: All densities meet project specifications unless otherwise noted.
Michael Overstreet
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
�GRO
PERCENT OF
MAXIMUM DENSITY
96.5
95.7
97.3
96.2
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: <::: - � —^
City of Coppell - Garreth Campbell —
SHW Group - Joe Craddock
SHW Group - Mike Elmore
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
NO.
NO.
WEIGHT
147
1
10 inch water line, A,
station 2 +00, final
101.8
148
1
10 inch water line, A,
station 4 +00, final
101.0
149
1
10 inch water line, A,
station 6 +00, final
102.6
150
1
10 inch water line, A,
station 8 +00, final
101.5
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
105.5 20.2
Remarks: All densities meet project specifications unless otherwise noted.
Michael Overstreet
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
�GRO
PERCENT OF
MAXIMUM DENSITY
96.5
95.7
97.3
96.2
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: <::: - � —^
City of Coppell - Garreth Campbell —
SHW Group - Joe Craddock
SHW Group - Mike Elmore
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 4, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED. July 23,' 1997
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) optimum Moisture ( %)
1 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
135
1
8 inch water line, Line A, station 21 +58,
108.2
16.3
96.9
final
136
1
8 inch water line, Line A, station 18 +61, 3
101.1
14.9*
90.4**
feet below grade
137
1
8 inch water line, Line A, station 21 +58, 3
93.9
13.4*
84.1'"
feet below grade
138
1
8 inch water line, Line B, station 5 +94,
107.5
16.5
96.2
final
139
1
8 inch water line, Line B, station 5 +94, 3
108.6
17.3
97.2
feet below grade
140
1
8 inch water line, Line B, station 2 +94,
108.0
16.6
96.7
final
141
1
8 inch water line, Line B, station 2 +94, 3
108.1
16.4
96.8
feet below grade
Remarks:
* Does not meet project specifications for percent moisture
content.
** Does not meet project specification for percent maximum dry density.
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
FUGRO- McCLELLAND (SO UTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: August 4, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: July, 24, 1997
MOISTURE/DENSITY RELATIONS
Material
Number Description
1 Dark brown silty clay
2 Light brown sand and light gray silty clay with
organics
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture ( %)
111.7 16.3
121.6 12.5
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
142
1
Retest of #136 of 7 -23 -97
107.3
17.2
96.1
143
1
Retest of #137 of 7 -23 -97
107.0
17.4
95.8
144
1
8 inch water line, Line A, station 14 +00, 2
106.6
19.4
95.4
feet below grade
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: —r-
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore