SC-Cottonwood E9-LR 950719FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484.8301; Fax (214) 620.7328
I
FIELD DENSITY REPORT
CLIENT: Coppell ISD PROJECT NO.: 0751 -2055
PROJECT: Cottonwood Elementary School, Coppell, Texas REPORT DATE: July 19, 1995
Page I
MOISTUREMENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (Yo)
1 Brownish, red silty clay with gray clayballs 109.2 18.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
145 1 West parking lot, 50 feet west property line, 105.1 19.3 96.2
115 feet south of N inyard Court, 3rd lift
146
1
West parking lot, 90 feet east of west property
107.1
18.1
98.1
line, 125 feet south of Minyard Court, 3rd lift
147
1
West parking lot, 165 feet east of west
107.6
20.0
98.6
property line, 130 feet south of N inyard
Court, 3rd lift
148
1
West parking lot, 200 feet east of west
107.2
20.8
98.1
property line, 140 feet south of Minyard
Court, 3rd lift
149
1
West parking lot, 60 feet north of gym, 20
106.0
18.9
97.1
feet east of northwest corner, 3rd lift
150
l
West parking lot, 50 feet north of gym, 15
104.1
19.8
95.3
feet west of northeast comer, 3 rd lift
FUGRO- McCLELLAND (SOUTHWEST), INC. a m
2880 Virgo lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 820.7328
FIELD DENSITY REPORT
151 1 West parking lot, 75 feet north of gym, 30 105.9 18.5
feet west of northeast comer, 3rd lift
152 1 West parking lot, 75 feet north of gym, 50 109.2 19.4
feet west of northwest corner, 3rd lift
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugm- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: �\ f
Swso
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
97.0
100.0
FUGRO- McCLELLAND (SOUTHWEST), INC. a m
2880 Virgo Lane; Dallas. Texas 75229
Ph (214) 4848301; Fax (214) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD PROJECT NO.: 0751 -2055
PROJECT: Cottonwood Elementary School, Coppell, Texas REPORT DATE: July 19, 1995
DATE PERFORMED: Ju y 8,1995
MOISTUREIDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pc1) Optimum Moisture (
1 Reddish brown, sandy clay with grey clay balls 122.5 11.1
Remarks: *Does not meet project specifications for percent moisture content.
Bob Shea
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: 5 � `o `
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
PERCENT OF
MAXIMUM DENSITY
91.2
99.4
TEST RESULTS
TEST
PROCTOR
LOCATION UNIT DRY
MOISTURE
NO.
NO.
WEIGHT
CONTENT PERCENT
117
1
Sewer line, 40 feet south of N inyard Dr, and 111.7
16.4'
Gibson Court, 1st lift
118
1
Sewer line, 35 feet south of Minyard Dr. and 121.7
12.6
Gibson Court, 2nd lift
Remarks: *Does not meet project specifications for percent moisture content.
Bob Shea
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: 5 � `o `
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
PERCENT OF
MAXIMUM DENSITY
91.2
99.4
town
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 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 19, 1995
Page 1
MOISTUREIDENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (per)
Optimum Moisture (Y.)
1
Reddish brown, sandy clay with grey clayballs
122.5
11.1
2
Reddish brown, silty clay with grey clayballs
109.2
18.0
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
119
1
Retest #119, 07/08/95
115.1
13.7
94.0
120
1
Sewer line, 60 feet south of Minyard Court
115.8
13.5
94.5
and Gibson Court, 3rd lift
121
1
Sewer line, 70 feet south of Minyard Court
114.5
14.0
93.4
and Gibson Court, 4th lift
122
1
Sewer line, 90 feet south of Minyard Court
115.7
13.3
94.5
and Gibson Court, 5th lift
123
1
Sewer line, 100 feet south of N inyard Court
112.1
14.1
91.8
and Gibson Court, 6th lift
124
2
Sewer line, 20 feet west of northeast comer of
112.1
13.5
91.5
north section of building A, 30 feet north of
building, 7th lift
125
2
Sewer line, 40 feet west of northeast comer of
103.8
16.8
95.0
north section of building A. 30 feet north of
building, final lift
126
3
Parking area, 375 feet south of Minyard
109.1
16.1
96.1
Court, 20 feet east of west property line, final
lift
127
3
Parking area, 385 south of N inyard Court, 40
109.1
18.1
96.1
feet east of west property line, final lift
128
3
Parking area, 210 feet south of M ityard
108.5
17.1
95.6
Court, 30 feet east of west property line, final
lift
129
3
Parking area, 180 feet south of Minyard
11.1
16.2
97.9
Court, 50 feet east of west property line, final
lift