SC-Cottonwood E9-LR 950925FUGRO-McCLELLAND (SOUTHWEST), INC. a
2880 Virgo Lane; Online, Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 25, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: September 14, 1985
CONTRACTOR:
K A Sparks Contractors, Inc.
TESTS
TICKET NO.:
313977 CONCRETE SUPPLIER
Express Concrete
AMBIENT TEMP. ( °F):
82 PLANT/TRUCK:
4/385
CONCRETE TEMP. ( °F):
88 MIX ID NUMBER
9339
TIME BATCHED:
8:28 am AIR ( %) (AaM C -231)
6
TIME SAMPLED:
9:30 am WATER ADDED (gal):
10
WEATHER CONDITION:
partly cloudy SLUMP (inches) (As m c -143)
5 1/2'
LOCATION OF PLACEMENT:
Circle drive, west entry 135 feet from N inyard
TESTED
REMARKS:
Technician: David Peters 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
CONCRETE CYLINDER COMPRESSIVE STRENGTH
TESTS
Standard
0 % Y2 ", 28.27
square inches
CYLINDER
AGE
DATE
TOTAL LOAD
COMPRESSIVE
REQUIRED COMPRESSIVE
NUMBER
(days)
TESTED
(pounds)
STRENGTH
STRENGTH
(psi)
(psi)
CWS 197
7
09/21/95
86000
3043
3000 /28 days
CWS 198
28
10/12/95
CWS 199
28
10/12/95
CWS 200
Hold
S 'fications:
Making & Curing:
ASTM C-31
Testing Methods:
ASTM C -143, ASTM C-39
REMARKS:
Technician: David Peters 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
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484.8301; Fax (214) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date: September 25, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: September 14, 1995
CONTRACTOR
K A Sparks Contractors, Inc.
TESTS
TICKET NO.:
313934 CONCRETE SUPPLIER
Express Concrete
AMBIENT TEMP. ( °F):
78 PLANT/TRUCK:
4/
CONCRETE TEMP. ( °F):
84 MIX ID NUMBER:
9339
TIME BATCHED:
7:05 am AIR ( %) (As m c -zit)
5
TIME SAMPLED:
8:00 am WATER ADDED (gal):
10
WEATHER CONDITION:
partly cloudy SLUMP (inches) (Ann c -i43)
4 1/2"
LOCATION OF PLACEMENT:
Circle drive around, north parking lot at west end crossover
STRENGTH
Technician: David Peters 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
CONCRETE CYLINDER COMPRESSIVE STRENGTH
TESTS
Standard 6 7 1 lE "; 28 2t square
inches
CYLINDER
AGE
DATE
TOTAL LOAD
COMPRESSIVE
REQUIRED COMPRESSIVE
NUMBER
(days)
TESTED
(pounds)
STRENGTH
STRENGTH
(psi)
(psi)
CWS 193
7
09/21/95
87000
3078
3000/28 days
CWS 194
28
10/12/95
CWS 195
28
10/12/95
CWS 196
Hold
specifications:
Making & Curin .
ASTM C -31 Testing Methods:
ASTM C -143, ASTM C -39
Technician: David Peters 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
FUGRO- McCLELLAND (SOUTHWEST), INC.
a m
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 4848301; Fax (214) 620.7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 25, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: August 25, 1995
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks Contractors, Inc.
308610 CONCRETE SUPPLIER:
93 PLANT/TRUCK:
93
MkL V 11� Ry"4' 1111,
unknown AIR ( % ) (ASTM C -231)
12:15 pm WATER ADDED (gal):
sunny SLUMP (inches) (ASTM C -143)
Center parking lot, south east quadrant
Express Concrete
4/932
9339
4.0
0
5 1/2"
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6^ x 12 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
CWS 137
7
09/01/95
97000
3432
3000/28 days
CWS 138
28
09/22/95
123000
4351
CWS 139
28
09/22/95
120000
1 4241
CWS 140
Hold
S ifications: Making & Curing: ASTM C -31 Twing Methods: ASTM C -143, ASTM C -39
REMARKS:
Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH/rm
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
A N own
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484 -8301; Fax (214) 820 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD
PROJECT: Cottonwood Elementary School, Coppell, Texas
Report Date: September 25, 1995
Project No.: 0751 -2055
F SAMPLE DATE: August 25, 1995 1
CONTRACTOR-
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K A Sparks Contractors, Inc
308451
CONCRETE SUPPLIER:
84
PLANT/TRUCK:
80
MIX ED NUMBER:
7:25 am
AIR ( %) (ASTM C -231)
8:00 am
WATER ADDED (gal):
partly cloudy (hot)
SLUMP (inches) (ASTM Ca43)
Center parking lot, southwest quadrant
Express Concrete
4/85
9339
5.0
18
4 1/2"
CONCRETE CYLINDER: COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
CWS 129
7
09/01/95
95000
3361
3000/28 days
CWS 130
28
09/22/95
118000
4175
CWS 131
28
09/22/95
1 121000
1 4281
CWS 132
Hold
Hold
Specificatiw ; Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
REMARKS:
Technician: David Peters FUGRO- McCLELLAND INC.
Checked By:
SMH/rm
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
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 25, 1995
PROJECT: Cottonwood Elementary School, Coppell, Texas Project No.: 0751 -2055
SAMPLE DATE: August 25, 1995
CONTRACTOR:
K A Sparks Contractors, Inc.
AGE
(days)
TICKET NO.:
308509 CONCRETE SUPPLIER:
Express Concrete
AMBIENT TEMP. ( °F):
88 PLANT/TRUCK:
4/
CONCRETE TEMP. (°F):
85 MIX ID NUMBER:
9339
TIME BATCHED:
unknown AIR ( %) (ASTM C -231)
5.5
TIME SAMPLED:
9:30 am WATER ADDED (gal):
5
WEATHER CONDITION:
sunny SLUMP (inches) (ASTM C -143)
5"
LOCATION OF PLACEMENT:
Center parking lot, north center quadrant
1 4422
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
REQUIRED COMPRESSIVE
STRENGTH
(psi)
CWS 133
7
09/01/95
82000
2901
3000/28 days
CWS 134
28
09/22/95
128000
4528
CWS 135
1 28
1 09/22/95
1 125000
1 4422
CWS 136
Hold
I Hold
5 ifimtiom: Making & Curing: ASTM C -31 Testing Methods: ASTM C -143, ASTM C -39
REMARKS:
Technician: David Peters FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By: 1a \v
SMH/rm
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