SC-Coppell MSN-LR 980105FUGRO-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: January 5, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 18, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
542359
CONCRETE SUPPLIER:
Pioneer
38
PLANT/TRUCK:
74 -836
56
MIX ID NUMBER:
9351
6:50 a.m
AIR ( %) (ASTM C -231) :
REQUIRED COMPRESSIVE
7:35 a.m
WATER ADDED (gal):
DATE
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire lane on west side of school sampled at off of south end of west
island
TESTED
(pounds)
REMARKS:
Technician: William Granger FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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 218
7
12/26/97
113000
3397
3000/28 days
CNS 219
28
1/15/98
CNS 220
28
1/15/98
CNS 221
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making &
ASTM C -31
! Testing ASTM C -143, !Types of
Z a
Curing:
j Methods: ASTM C -39 j Fracture: A®
B® C D
REMARKS:
Technician: William Granger FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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
— fu'CRO
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: January 5, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
I SAMPLE DATE: December 18, 1997 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
542371
CONCRETE SUPPLIER:
Pioneer
55
PLANT/TRUCK:
74 -564
58
MIX ID NUMBER:
9351
8:10 a.m
AIR ( %) (ASTM C -231) :
LOAD
9:31 a.m
WATER ADDED (gal):
5
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire line on west side of school sampled at 30 feet
south of north end
of west island
7
12/26/97
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 222
7
12/26/97
92000
3254
3000/28 days
CNS 223
28
1/15/98
CNS 224
28
1/15/98
CNS 225
Hold
Fracture mode is (A) unless otherwise no
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Z
i Curing: j Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: William Granger
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
SMH /hb
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: January 5, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 - 2094
SAMPLE DATE: December 18, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
542397
CONCRETE SUPPLIER:
Pioneer
62
PLANT/TRUCK:
74 -565
62
MIX ID NUMBER:
9351
10:52 a.m
AIR ( %) (ASTM C -231) :
LOAD
11:24 a.m
WATER ADDED (gal):
NUMBER
Clear
SLUMP (in.) (ASTM C -143) :
5.5
Fire lane on west
side of school sampled at end
of west island
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 226
7
12/26/97
80000
2829
3000/28 days
CNS 227
28
1/15/98
CNS 228
28
1/15/98
CNS 229
Hold
Fracture mode is (A) unless otherwise no
Specifications: ! Making & ASTM C -31 ! Testing ASTM C -143, ! Types of
D a
Curing: Methods: ASTM C -39 Fracture: A® B® C
REMARKS:
Technician: William Granger FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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
�f6R0
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 January 5, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: December 19, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C - 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
Standard 6" x 12 ", 28.27 square inches
542461
CONCRETE SUPPLIER:
Pioneer
46
PLANTITRUCK:
74 -563
60
MIX ID NUMBER:
9351
6:34 a.m
AIR ( %) (ASTM C -231) :
NUMBER
7:40 a.m
WATER ADDED (gal):
(pounds)
Cloudy
SLUMP (in.) (ASTM C -143) :
5
Fire lane on west side of school sampled at 8 feet southeast of east
island
95000
3360
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 234
7
12/26/97
95000
3360
3000/28 days
CNS 235
28
1/16/98
CNS 236
28
1/16/98
CNS 237
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Z
Curing: ; Methods: ASTM C -39 i Fracture: A® B C D
REMARKS:
Technician: William Granger FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: T7�� - - - - --
SMH /hb
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
N
�
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 January 5, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: December 1`9, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
535218
CONCRETE SUPPLIER:
Pioneer
48
PLANT/TRUCK:
27 -395
56
MIX ID NUMBER:
9351
7:45 a.m
AIR ( % ) (ASTM C - 231) :
LOAD
8:58 a.m
WATER ADDED (gal):
5
Cloudy
SLUMP (in.) (ASTM C -143) :
6
Fire lane on west side of school sampled at 5 feet south of west island
in west radivs
CNS 238
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 238
7
12/26/97
103000
3643
3000/28 days
CNS 239
28
1/16/98
CNS 240
28
1/16/98
CNS 241
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 ; Testing ASTM C -143, Types of
i Z
i Curing: i Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: William Granger FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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