SC-Coppell MSN-LR 971012FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 12, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: September 30 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
491862 CONCRETE SUPPLIER: Pioneer
75 PLANT /TRUCK: 74/829
86 MIX ID NUMBER: 9339
8:15 AIR ( %) ( ASTM C -231) : 5.5
9:00 WATER ADDED (gal): 0
Clear SLUMP (in.) (ASTM C -143) : 43/4
Fire lane approximately 150 feet south, 100 feet west of southwest
corner of building
CONCRETE' CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 13
7
10/07/97
72000
2546
3000/28 days
CNS 14
28
10/28/97
CNS 15
28
10/28/97
CNS 16
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, i Types of
Curing:
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Burl Cooper FUGRO- MCCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWE INC.
N
G
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date: October 12, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: Sep tember 30, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
491853
CONCRETE SUPPLIER:
Pioneer
76
PLANT /TRUCK:
74/525
86
MIX ID NUMBER:
9339
7:04
AIR ( %) (ASTM C -231) :
5.5
8:05
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire lane approximately 200 feet south, 150 feet west of southwest
corner of building
CNS 9
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 9
7
10/07/97
70000
2476
3000/28 days
CNS 10
28
10/28/97
CNS 11
28
10/28/97
CNS 12
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Z 0
Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Burl Cooper FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:_�
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
E
3 w
W
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 12, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project NO.: 0771 -2094
SAMPLE DATE: September 30, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
491867
CONCRETE SUPPLIER:
Pioneer
78
PLANT /TRUCK:
74/385
85
MIX ID NUMBER:
9339
8:30
AIR ( %) (ASTM C -231) :
5
9:45
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
41/2
Fire lane approximately 75 feet south, 50 feet west
of southwest
corner of building
7
10/07/97
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 25
7
10/07/97
98000
3466
3000/28 days
CNS 26
28
10/28/97
CNS 27
28
10/28/97
CNS 28
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture: A® D
i Curing:
Methods: ASTM C -39 BE C
REMARKS:
Technician: Burl Cooper
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOU THWEST), INC.
�faRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Copped ISD Report Date: October 12, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: ''September 30, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
491850
CONCRETE SUPPLIER:
Pioneer
74
PLANT /TRUCK:
74/384
86
MIX ID NUMBER:
9339
6:30
AIR ( % ) (ASTM C -231) :
5.0
7:00
WATER ADDED (gal):
5
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire lane southwest parking area approximately
150 feet south, 100
feet west of southwest corner of building
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 17
7
10/07/97
87000
3077
3000/28 days
CNS 18
28
10/28/97
CNS 19
28
10/28/97
CNS 20
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: a
I Curing: Methods: ASTM C -39 A® B C D
REMARKS:
Technician: Burl Cooper FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
GRO
FUGRO- McCLELLAND (SOUTHWEST), INC. --�
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date: October 12, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project NO.: 0771 -2094
SAMPLE DATE: September 30, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
491878
CONCRETE SUPPLIER:
Pioneer
80
PLANT /TRUCK:
74/499
87
MIX ID NUMBER:
9339
10:21 am
AIR ( %) (ASTM C -231) :
5.0
11:30 am
WATER ADDED (gal):
0
Clear
SLUMP (in .) (ASTM C -143) :
5
Fire lane approximately 300 feet south, 100 feet west of southwest
corner of building
(pounds)
(psi)
REMARKS:
Technician: Burl Cooper
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: 2n
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 29
7
10/07/97
91000
3218
3000/28 days
CNS 30
28
10/28197
CNS 31
28
10/28/97
CNS 32
1 Hold
Fracture mode is (A) unless otherwise noted
Specifications:
i Making &
ASTM C -31
Testing ASTM C -143, Types of
Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Burl Cooper
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: 2n
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore