SC-Cottonwood E9-LR 950609FUGRO- McCLELLAND (SOUTHWEST), INC. fi m
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620 -7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
PROJECT NO: 0751 -2055
REPORT DATE: June 9, 1995
SAMPLE DATE; Ma 1'7,1995
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs/cu ft)
Optimum Moisture Content ( %):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( -200) Sieve:
Jose Rivera
Fugro- McClelland Technician
SMEDW
Distribution:
Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J
SHW Group - Mike Elmore
ASTM D-698A
Brown sandy clay with yellow and red claybablls
Off site, from Lewisville
Moist
Mechanical
113.5
16.0
43
16
27
n/a
FUGRO McCLELLAND (SOUTHWEST), INC.
Checked by: l� \
. Williams
FUGRO- McCLELLAND (SOUTHWEST), INC. a
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484 -8301; Fax (214) 620.7328
MOISTURE/DENSTTY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD
PROJECT: Cottonwood Elementary School, Coppell, Texas
PROJECT NO: 0751 -2055
REPORT DATE: June 9, 1995
SAMPLE DATE'# ajr 17
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSTTY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs/cu ft)
Optimum Moisture Content ( %):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( -200) Sieve:
Jose Rivera
Fugro - McClelland Technician
ASTM D-698A
Light brown silty clay with calcareous nodules
On site, natural
Moist
Mechanical
113.0
16.6
38
12
26
n/a
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: y ) I
SMH/br
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC. a
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620 -7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: CoppellISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTUREMENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing ( - 200) Sieve:
Jose Rivera
Fugro- McClelland Technician
ASTM D-698A
PROJECT NO: 0751 -2055
REPORT DATE: June 9, 1995
Dark brown silty clay with some gravel and organics
On site, natural
Moist
Mechanical
116.0
14.0
29
12
17
n/a
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: s:'
SMH/br
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
FUGRO-McCLELLAND (SOUTHWEST), INC. in
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell ISID
PROJECT: Cottonwood Elementary School, Coppell, Texas
PROJECT NO: 0751-2055
REPORT DATE: June 9, 1995
SAMPLE . DATE- May 17,1995!zi
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs/cu ft)
Optimum Moisture Content (0/o):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
GRAIN SIZE:
Percent Passing (-200) Sieve:
Jose Rivera
Fugro-McClelland Technician
ASTM D-698A
Reddish brown sandy clay with gray clayballs
On site, natural
Moist
Mechanical
122.5
11.1
24
12
12
n/a
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked
SMl-Vbr
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
' VNN �
FUGRO- McCLELLAND (SOUTHWEST), INC. a
FIELD DENSITY REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
TEST RESULTS
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484 -8301; Fax (214) 620.7328
PROJECT NO.: 0751 -2055
REPORT DATE: June 9, 1995
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WRIGHT
CONTENT PERCENT
MAXIMUM DENSITY
6
1
South- southeast side of north half of building,
108.0
19.3
95.5
1st lift
7
1
South- southwest side of north half of
108.0
18.9
95.5
building, 1st lift
8
1
North - northeast side of north half of building,
107.3
19.5
95.0
Ist lift
9
1
North- northwest side of north half of
108.2
16.2
95.7
building, 1st lift
Remarks:
All densities meet project specifications unless otherwise noted.
Todd Neelv
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: % V , "
SMH/br
Distribution: Coppell ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC. a m
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484 -8301; Fax (214) 820.7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Copped, Texas
TEST RESULTS
PROJECT NO.: 0751 -2055
REPORT DATE: June 9,1995
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
10
1
Main building pad, station 136+00, 1st lift
109.0
19.4
96.5
11
1
Main building pad, 70 feet west of station
110.1
19.2
97.4
136+00, 70 feet north, 1st lift
12
1
Main building pad, center, south end, 2nd lift
110.4
18.7
97.7
Remarks: All densities meet project specifications unless otherwise noted.
David Gardner
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: -- &6 � I
SMH/br
Distribution: Copped ISD - Mickey Harper
City of Coppell - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC. i
2880 Virgo lane; Dallas. Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Copped, Texas
MOISTURE/DENSITY RELATIONS
PROJECT NO.: 0751 -2055
REPORT DATE: June 9, 1995
Remarks: * Does not meet project specifications for percent moisture content.
Todd Nee 1
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: J G 1 ,
SMH/br
Distribution: Coppell ISD - Mickey Harper
City of Copped - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore
Material
Proctor Results
Number
Description
Maximum Dry Density (pcf)
Optimum Moisture (Y.)
1
Brown sandy clay with yellow and red clayballs
113.5
16.0
2
Dark brown sandy clay with some gravel and organics
116.0
14.0
3
Reddish brown sandy clay with gray clayballs
122.5
11.1
TEST RESULTS
TEST
PROCTOR LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
1
2 Building pad, southwest comer of building,
109.7
10.1*
95.0
natural
2
3 Building pad, center of building, west side,
117.9
12.8
96.2
north end, outside building pad, natural
3
1 Building pad, center of building, west side,
112.9
13.1
99.5
south end, outside building pad, natural
4
2 Building pad, northwest comer of pad,
112.8
11.2
97.2
natural
5
1 Building pad, center of building, north side,
108.9
14.0
95.9
natural
Remarks: * Does not meet project specifications for percent moisture content.
Todd Nee 1
Fugro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by: J G 1 ,
SMH/br
Distribution: Coppell ISD - Mickey Harper
City of Copped - Garreth Campbell
K A Sparks Construction, Inc. - E. J. Williams
SHW Group - Mike Elmore