SC-Cottonwood E9-LR 950720FUGRO- McCLELLAND (SOUTHWEST), INC.
a m
2860 Virgo lane; Dallas, Texas 75229
Ph (214) 484.8301; Fax (214) 620.7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD PROJECT NO.: 0751 -2055
PROJECT: Cottonwood Elementary School, Coppell, Texas REPORT DATE: July 2o, 1995
Page 2
DATE PERFORMED: July?;10,1995:
TEST RESULTS
TEST PROCTOR
NO. NO.
LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
130
2
Parking area, 250 feet east of west property
108.5
18.9
99.4
line, 200 feet south of Minyard Court, 2nd lift
131
2
Parking area, 230 feet east of west property
106.1
20.8
971
line, 175 feet south of Minyard Court
132
2
Parking area, 150 feet east of west property
108.2
18.5
99.0
line, 260 feet south of Minyard Court, 2nd lift
133
2
Parking area, 160 feet east of west property
105.5
19.9
96.6
line, 170 feet south of Minyard Court, 2nd lift
134
2
Parking area, 190 east of west property line,
105.2
18.8
96.3
210 feet south of N inyard Court, 2nd lift
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: V I
SMH/so
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock
FUGRO- McCLELLAND (SOUTHWEST), INC. a
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
PROJECT NO.: 0751 -2055
REPORT DATE: July 20, 1995
Pave 1
MOISTUREIDENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pct)
Optimum Moisture (Y.)
1
Brownish red silty clay with gray clayballs
109.2
18.0
2
Dark brown silty clay with some gravel and organics
116.0
14.0
3
Brown sandy clay with yellow and red clayballs
113.5
16.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
135
1
Parking area, 75 feet south of NUnyard Court,
104.0
19.3
95.2
125 feet east of west property line, 1st lift
136
1
Parking area, 60 feet south of Nfinyard Court,
105.0
19.0
96.1
115 feet east of west property line, 1st lift
137
1
Parking area, 70 feet south of NEnyard Court,
105.0
18.5
96.2
95 feet east of west property line, Ist lift
138
1
Parking area, 75 feet north of north section of
105.5
19.1
96.6
building A, 70 feet west of northwest comer,
2nd lift
139
1
Parking area, 70 feet north of gym, 50 feet
106.6
20.0
97.6
west of northwest comer, 2nd lift
140
1
Parking area, 5 feet west of northwest comer
104.7
19.1
95.8
of gym, 60 feet north of gym, 2nd lift
141
1
Parking area, 40 feet east of northwest comer,
106.9
19.2
97.9
100 feet north of gym, 2nd lift
tIaR0
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo cane; Dallas. Texas 75229
Ph (214) 484 -8301; Fax (214) 620.7328
FIELD DENSITY REPORT
CLIENT CoppelllSD
PROJECT: Cottonwood Elementary School, Coppell, Texas
PROJECT NO.: 0751 -2055
REPORT DATE: July 20, 1995
Page 2
DATE PERFORMED: July 11,1995
TEST RESULTS
TEST PROCTOR
NO. NO.
LOCATION UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
142 3
Sewer line, 30 feet west of northwest corner 113.0 14.8 99.5
of gym, 30 feet north of gym, 1st lift
143 3
Sewer line, 20 feet east of northwest corner of 103.3 13.4 91.1
Urn, 30 feet north of gym, 2nd lift
144 2
Sewer line, 50 feet of northwest comer of 114.2 13.6 98.4
kitchen, 100 feet west of gym, 3rd lift
Remarks:
Bob Shea
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: \1�
SMH/so
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock
FUGRO- McCLELLAND (SOUTHWEST), INC. a
I
FIELD DENSITY REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
PROJECT NO.: 0751 -2055
REPORT DATE: July 20, 1995
MOISTUREMENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (Y.)
1 Reddish brown sandy clay with gray clayballs 122.5 11.1
TEST RESULTS
TEST PROCTOR LOCATION
NO. NO.
153 1 Main water line, 50 feet of N inyard Drive, 15
feet east of west property line
UNIT DRY
MOISTURE
PERCENT OF
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
105.6
11.6
93.1"'•
Remarks: **Does not meet project specifications for percent maximum dry densities.
Bob Shea
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: 1
SMH/S0
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell -
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
SHW Group - Joe Craddock