SC-Coppell MSN-LR 980102— ruGRO
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 2, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542341
CONCRETE SUPPLIER:
Pioneer
75
PLANTITRUCK:
74/836
69
MIX ID NUMBER:
9351
3:06
AIR ( %) (ASTM C -231) :
5.5
3:55
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
5 1/2
Fire lane, south
end drive, curbs and last of intersection halfway to
parking lot
7
12/24/97
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 206
7
12/24/97
90000
3183
3000/28 days
CNS 207
28
01/14/98
CNS 208
28
01/14/98
CNS 209
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ; Making & ASTM C -31 Testing ASTM C -143, ; Types of
j Curing: i Methods: ASTM C -39 i Fracture: A® B® C D
REMARKS:
Technician: Mike Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
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
own
r
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 2, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542332
CONCRETE SUPPLIER:
Pioneer
75
PLANT/TRUCK:
74/498
70
MIX ID NUMBER:
9351
2:30
AIR ( %) (ASTM C -231) :
5.5
3:15
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
6
Fire lane, south end drive intersection
(psi)
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 201
7
12/24/97
90000
3183
3000/28 days
CNS 202
28
01/14/98
CNS 203
28
01/14/98
CNS 204
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: Mike Flute 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
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 2, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542325
CONCRETE SUPPLIER:
Pioneer
88
PLANT/TRUCK:
74/499
79
MIX ID NUMBER:
9351
1:43
AIR ( %) (ASTM C -231) :
6
2:45
WATER ADDED (gal):
5
Sunny /clear
SLUMP (in.) (ASTM C -143) :
5 1/2
Pavement on grade, intersection of southwest fire lane and south drive
curbs
CNS 197
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 197
7
12/24/97
90000
3183
3000/28 days
CNS 198
28
01/14/98
CNS 199
28
01/14/98
CNS 200
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 ! Testing ASTM C -143, ! Types of
Fracture: Z
i Curing: j Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Mike Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: f
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 (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 2, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542317
CONCRETE SUPPLIER:
Pioneer
88
PLANT/TRUCK:
831
77
MIX ID NUMBER:
9351
1:05
AIR ( %) (ASTM C -231) :
6
1:37
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
6
Southwest fire lane
nearest building south end of lane
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 193
7
12/24/97
97000
3431
3000/28 days
CNS 194
28
01/14/98
CNS 195
28
01/14/98
CNS 196
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: Mike Flute 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: January 2 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542312 CONCRETE SUPPLIER:
Pioneer
PLANT/TRUCK:
74/754
MIX ID NUMBER:
9351
AIR ( %) (ASTM C - 231) :
6
WATER ADDED (gal):
0
Sunny /clear SLUMP (in.) (ASTM C-143):
53/4
Fire lane southwest side nearest building middle
of fire lane
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 189
7
12/24/97
90000
3183
3000/28 days
CNS 190
28
01/14/98
CNS 191
28
01/14/98
CNS 192
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: Z
i Curing: ; Methods: ASTM C -39 i A® B® C D
REMARKS: Unit Weight: 144 lbs. /cu. ft.
Technician: Mike Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
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 (SO UTHWEST), INC.
21
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 2, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 1`7, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
535131
CONCRETE SUPPLIER:
Pioneer
78
PLANTITRUCK:
27/491
70
MIX ID NUMBER:
9351
11:18
AIR ( %) (ASTM C -231) :
6.1
11:36
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
53/4
Pavement on grade, parking lot middle section
(psi)
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 185
7
12/24/97
105000
3714
3000/28 days
CNS 186
28
01/14/98
CNS 187
28
01/14/98
CNS 188
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 Testing ASTM C -143, ! Types of
® ®
Curing: ; Methods: ASTM C -39 Fracture: A B C D
REMARKS: Unit Weight: 144 lbs. /cu. ft.
Technician: Michael Flute 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
�6R0
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 2, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 - 2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
535116
CONCRETE SUPPLIER:
Pioneer
68
PLANT/TRUCK:
27/827
66
MIX ID NUMBER:
9351
10:12
AIR ( %) (ASTM C -231) :
6.1
10:33
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
61/4
Pavement on grade,
drive on south of building near
corner (southwest)
southwest of building
12/24/97
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 181
7
12/24/97
90000
3183
3000/28 days
CNS 182
28
01/14/98
CNS 183
28
10/14/98
CNS 184
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
11
Curing: ; Methods: ASTM C -39 i Fracture: A® B C D
REMARKS: Unit Weight: 144 lbs. /cu. ft.
Technician: Mike Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By /— ---
SM H /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 (SOUT HWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell [SD Report Date January 2, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542282
CONCRETE SUPPLIER:
Pioneer
65
PLANT/TRUCK:
74/827
68
MIX ID NUMBER:
9351
9:12 am
AIR ( % ) (ASTM C - 231) :
5.5
9:45 am
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
6
Pavement on grade,
parking lot, north section of
west parking lot
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 177
7
12/24/97
83000
2035
3000/28 days
CNS 178
28
01/14/98
CNS 179
28
01/14/98
CNS 180
Hold
Fracture mode is (A) unless otherwise noted
Specifications: i Making & ASTM C -31 Testing ASTM C -143, ! Types of
Z
i Curing: Methods: ASTM C -39 Fracture: A® B® C D
REMARKS: Unit Weight: 144 lbs. /cu. ft.
Technician: Mike Flute 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
0
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 2, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 - 2094
SAMPLE DATE: December 17, 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.
542272
CONCRETE SUPPLIER:
Pioneer
53
P LANTITRU C K:
74/521
60
MIX ID NUMBER:
9351
7:30
AIR ( % ) (ASTM C - 231) :
5.5
8:20
WATER ADDED (gal):
3
Sunny /clear
SLUMP (in.) (ASTM C -143) :
6 1/4
Pavement on grade,
drive on south end of building approximately 30
feet from 1/2 mark
of building
12/24/97
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 173
7
12/24/97
80000
2829
3000/28 days
CNS 174
28
01/14/98
CNS 175
28
01/14/98
CNS 176
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 ! Testing ASTM C -143, ! Types of
2
i Curing: j Methods: ASTM C -39 Fracture: A® B C Z D
REMARKS: Unit Weight: 144 Ibs /cu. ft.
Technician: Michael Flute 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 (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 2, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542264
CONCRETE SUPPLIER:
Pioneer
48
PLANT/TRUCK:
74/521
50
MIX ID NUMBER:
9351
6:45
AIR ( %) (ASTM C -231) :
5.5
7:20
WATER ADDED (gal):
5
Sunny /clear
SLUMP (in.) (ASTM C -143) :
51/2
Pavement on grade,
curb for parking lot
CNS 169
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 169
7
12/24/97
97000
3431
3000/28 days
CNS 170
28
01/14/98
CNS 171
28
01/14/98
CNS 172
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: Michael Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
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
2 Gnu
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 2, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
542347
CONCRETE SUPPLIER:
Pioneer
72
PLANT/TRUCK:
74/831
66
MIX ID NUMBER:
9351
3:50
AIR ( %) (ASTM C -231) :
5.6
4:30
WATER ADDED (gal):
5
Sunny /clear
SLUMP (in.) (ASTM C -143) :
6
Drive on south end of buildinI near fire plug
(psi)
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 210
7
12/24/97
107000
3784
3000/28 days
CNS 211
28
01/14/98
CNS 212
28
01/14/98
CNS 213
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 ; Fracture: A B C D
REMARKS:
Technician: Mike Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
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