SC-Coppell MSN-LR 980115FUGRO- McCLELLAND (SOUTHWEST), INC.
�GRO
■
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 15, 1998
PROJECT Coppell Middle School North, Coppell, Texas
Project No.: 0771 -2091
SAMPLE DATE: January 8, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( ° F) (ASTM C- 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
546751
CONCRETE SUPPLIER:
Pioneer
50
PLANT/TRUCK:
74-499
63
MIX ID NUMBER:
9507
8:55 a.m
AIR ( %) (ASTM C -231) :
LOAD
10:05 a.m
WATER ADDED (gal):
10
Overcast
SLUMP (in.) (ASTM c -143) :
6
Area A , northwest steps
(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)
CMN 487
7
1/15/98
80000
2829
3000/28 days
CMN 488
28
2/5/98
CMN 489
28
2/5/98
CMN 490
Hold
Fracture mode is (A) unless otherwise noted
Specifications: '• Making & ASTM C -31
Testing ASTM C -143, Types of
'• '• Fracture: A® 0
Curing:
Methods: ASTM C -39 B C D
REMARKS:
Technician: Mike Flute
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
-fiuGRO
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 15, 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
PLANTITRUCK:
74 -836
56
MIX ID NUMBER:
9351
6:50 a.m
AIR ( %) (ASTM C -231) :
LOAD
7:35 a.m
WATER ADDED (gal):
NUMBER
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire lane on west side of school sampled at off of south end of west
island
CNS 218
8
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
8
12/26/97
113000
3397
3000/28 days
CNS 219
28
1/15/98
123000
4350
CNS 220
28
1/15/98
125000
4421
CNS 221
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Z
i Curing: i Methods: ASTM C -39 ; Fracture: A® B® C D
REMARKS:
Technician: William Granger
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked 13
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 15, 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
PLANTITRUCK:
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
8
12/26/97
80000
2829
3000/28 days
CNS 227
28
1/15/98
97000
3431
CNS 228
28
1/15/98
100000
3537
CNS 229
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 ! Testing ASTM C -143, ! Types of
Fracture: Z
Curing: Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: William Granger 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 15, 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
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
8
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
8
12/26/97
92000
3254
3000/28 days
CNS 223
28
1/15/98
107000
3794
CNS 224
28
1/15/98
110000
3891
CNS 225
Hold
Fracture mode is (A) unless otherwise noted
Specifications: & ASTM C -31 i
Fractu ® ®
i Cu Making ring: Methods: ASTM C -39 of A B c D
REMARKS:
Technician: William Granger
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 (SOUTHWE INC.
�GRO
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 15, 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
542428
CONCRETE SUPPLIER:
Pioneer
68
PLANTITRUCK:
74 -483
64
MIX ID NUMBER:
9351
1:30 p.m
AIR ( % ) (ASTM C -231) :
LOAD
2:35 p.m
WATER ADDED (gal):
NUMBER
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire lane on west side of school sampled at off of south end of east
island
CNS 230
8
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 230
8
12/26/97
90000
3183
3000/28 days
CNS 231
28
1/15/98
123000
4350
CNS 232
28
1/15/98
120000
4244
CNS 233
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 ! Testing ASTM C -143, ! Types of
E
Curing: j Methods: ASTM C -39 Fracture: A® B C DO
REMARKS:
Technician: William Granger 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 15, 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:
Coatez
542350 CONCRETE SUPPLIER: Pioneer
73 PLANT/TRUCK: 74 -827
65 MIX ID NUMBER: 9351
4:01 p.m AIR ( %) ( ASTM C -231) : 5.6
4:50 p.m WATER ADDED (gal): 0
Sunny / clear SLUMP (in.) (ASTM C -143) : 53/4
Drive on south end of building approxiamelty 50 feet from fire plug E.
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 214
7
12/24/97
110000
3891
3000/28 days
CNS 215
28
1/14/98
147000
5199
CNS 216
28
1/14/98
150000
5305
CNS 217
Hold
Fracture mode is (A) unless otherwise noted
pecifications: ! Making & ASTM C -31 Testing ASTM C -143, ! Types of
I S Fracture: Z
Curing: ; Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Mike Flute
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By
SMH /rm
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc.
K A Sparks Contractors, Inc.
City of Coppell - Garreth Campbell
- E. J. Williams (2) SHW Group - Joe Craddock
- 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 15, 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 buildind near fire plug
CNS 210
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
150000
5305
CNS 212
28
01/14/98
145000
5129
CNS 213
Hold
Fracture mode is (A) unless otherwise noted
pecifications: Making & ASTM C -31 ! Testing ASTM C -143, Types of
LS
Curing: Methods: ASTM C -39 ;Fracture: A® BE C D
REMARKS:
Technician: Mike Flute
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked 137 �
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 15, 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
PLANT/TRUCK:
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) :
51/2
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
125000
4421
CNS 208
28
01/14/98
120000
4244
CNS 209
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 ! Testing ASTM C -143, ! Types of
Curing: j Methods: ASTM C -39 j 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
FUGRO- McCLELLAND (SOUTHWEST), INC.
— fu'GRO
■
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 15, 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
PLANTITRUCK:
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
CNS 201
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
125000
4421
CNS 203
28
01/14/98
120000
4244
CNS 204
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: ® ®
Curing: ; Methods: ASTM C -39 ; 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
FUGRO- McCLELLAND (SOUTHWEST), I NC.
N
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 15, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997 1
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
PLANTITRUCK:
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) :
51/2
Pavement on grade, intersection of southwest fire lane and south drive
curbs
TESTED
(pounds)
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
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
127000
4492
CNS 199
28
01/14/98
123000
4350
CNS 200
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
! Making &
ASTM C -31
! Testing ASTM C -143, !Types of
Curing:
j Methods: ASTM C -39 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
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 15, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997 1
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
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
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
127000
4492
CNS 195
28
01/14/98
130000
4598
CNS 196
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:
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 (SOUTHWEST), INC.
�GRO
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 15, 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
110000
3891
CNS 191
28
01/14/98
115000
4067
CNS 192
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 Testing ASTM C -143, ! Types of
Fracture: z
Curing: i Methods: ASTM C -39 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
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 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997 1
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
PLANT/TRUCK:
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
(pounds)
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
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
127000
4492
CNS 187
28
01/14/98
130000
4598
CNS 188
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: 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
�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 15, 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
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 181
7
12/24/97
90000
3183
3000/28 days
CNS 182
28
01/14/98
110000
3891
CNS 183
28
10/14/98
113000
3997
CNS 184
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 Testing ASTM C -143, ! Types of
a
j Curing: i Methods: ASTM C -39 j 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
FUGRO- McCLELLAND (SOUTHWEST), INC.
�GRO
S�
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 15, 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
2935
3000/28 days
CNS 178
28
01/14/98
107000
3784
CNS 179
28
01/14/98
110000
3891
CNS 180
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, ! Types of
Z
i Curing: i 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
�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 15, 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
PLANT/TRUCK:
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) :
61/4
Pavement on grade, drive on south end of building
approximately 30
feet from 1/2 mark 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 173
7
12/24/97
80000
2829
3000/28 days
CNS 174
28
01/14/98
107000
3784
CNS 175
28
01/14/98
105000
3714
CNS 176
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 Testing ASTM C -143, ! Types of
Z
j Curing: i Methods: ASTM C -39 j Fracture: A® B® C 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
GRO
S�
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 15, 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:
741521
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
123000
4350
CNS 171
28
01/14/98
120000
4244
CNS 172
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 Testing ASTM C -143, ! Types of
Fracture: Z
Curing: i Methods: ASTM C -39 A® B® C D
REMARKS: Unit Weight: 144 lbs. /cu. ft.
Technician: Michael Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B
S M 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