SC-Cottonwood E9-LR 950802FUGRO- McCLELLAND (SOUTHWEST), INC.
am
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: August 2, 1995
DATE.PERFORMED: July 21,1995;
MOISTURE/DENSITY 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
TEST RESULTS
TEST PROCTOR LOCATION
NO. NO.
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
179 1 Sewer drainage, 25 feet south of northwest
comer of gym, 50 feet west of gym, final
180 1 Sewer drainage, 35 feet south of northwest
comer, 50 feet west of gym, final
108.0 18.9 98.9
106.7 20.9 97.7
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro - McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
SMH/br
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) 484.8301; Fax (214) 620.7328
FIELD DENSITY REPORT
Number Description
1 Brownish red silty clay with gray clayballs
Maximum Dry Density (pcf) Optimum Moisture (• /.)
109.2 18.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
166
1
Fire hydrant inline, 40 feet west of hydrant,
101.3
22.0
92.7
west of kitchen, 1st lift
167
1
Fire hydrant inline, 50 feet west of hydrant,
106.6
18.4
97.6
west of kitchen, 2nd lift
168
1
Fire hydrant inline, 55 feet west of hydrant,
108.9
20.5
99.7
west of kitchen, 3rd lift
169
1
Fire hydrant inline, 65 feet west of hydrant,
102.4
20.5
93.7
west of kitchen, 4th lift
170
1
Fire hydrant inline, 70 feet west of hydrant,
106.1
19.5
97.2
west of kitchen, 5th lift
171
1
Fire hydrant inline, 90 feet west of hydrant,
108.2
19.3
991
west of kitchen, 6th lift
172
1
Main sewer line, 40 feet west of gym, 40 feet
103.7
18.2
95.0
south of northwest comer, 4th lift
173
1
Main sewer line, 45 feet west of gym, 55 feet
109.2
18.3
100.0
south of northwest corner, 5th lift
174
1
Main sewer line, 55 feet west of gym, 55 feet
108.9
19.2
99.2
south of northwest comer, 6th lift
175
1
Main sewer line, 65 feet west of gym, 65 feet
109.0
17.9
99.8
south of northwest comer, 7th lift
FUGRO- McCLELLAND (SOUTHWEST), INC. a
2880 Wgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620 -7328
FIELD DENSITY REPORT
CLIENT:
PROJECT:
Coppell ISD
Cottonwood Elementary School, Coppell, Texas
PROJECT NO.: 0751 -2055
REPORT DATE: August 2, 1995
Page 2
DATE PERFORMED:
Jul 20, 1995
TEST RESULTS
TEST PROCTOR LOCATION
UNIT DRY
MOISTURE PERCENT OF
NO.
NO.
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
176
1 Storm drain, 60 feet west of gym, 40 feet
98.4
20.7 90.1
south of northwest comer, 1st lift
177
1 Storm drain, 70 feet west of gym, 70 feet
103.9
16.6 95.1
south of northwest corner, 2nd lift
178 1 Storm drain, 80 feet west of gym, 65 feet 102.7 16.9 94.1
south of northwest corner, 3rd lift
Remarks:
Bob Shea
Fugm- McClelland Technician
FUGRO- MCCLELLAND (SOUTHWEST), INC.
Checked by:
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