SC-Coppell MSN-LR 9710150
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 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522287
CONCRETE SUPPLIER:
Pioneer
85
PLANT /TRUCK:
27
91
MIX ID NUMBER:
9351
11:30 am
AIR ( %) (ASTM C -231)
LOAD
12:15 pm
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
5
Paving: Perimeter Road, station 19 +90
(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 41
7
10/08/97
85000
3007
3000/28 days
CNS 42
28
10/29/97
CNS 43
28
10/29/97
CNS 44
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
0
Curing: Methods: ASTM C -39 Fracture: A® BE c D
REMARKS:
Technician: Bob Shea
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
FUGRO- McCLELLAND (SOUTHWEST), INC. M E
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 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522295
CONCRETE SUPPLIER:
Pioneer
85
PLANT /TRUCK:
27
92
MIX ID NUMBER:
9351
12:10 pm
AIR ( %) (ASTM C -231) :
5.2
12:34 pm
WATER ADDED (gal):
10
Partly cloudy
SLUMP (in.) (ASTM C -143) :
5
Paving: Perimeter Road, station 20 +50
(psi)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 61' x 12 11 , 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 45
7
10/08/97
100500
3555
3000/28 days
CNS 46
28
10/29/97
CNS 47
28
10/29/97
CNS 48
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: Z 0
Curing: :Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Bob Shea 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
of
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 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522344
CONCRETE SUPPLIER:
Pioneer
90
PLANT /TRUCK:
27/0
94
MIX ID NUMBER:
9351
4:00 pm
AIR ( %) (ASTM C -231) :
5.5
4:45 pm
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
5.0
Paving:
Perimeter Road, station 25 +20
CNS 69
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 69
7
10/08/97
112500
3979
3000/28 days
CNS 70
28
10/29/97
CNS 71
28
10/29/97
CNS 72
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: a
Curing: i Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Bob Shea 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
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISO Report Date: October 15, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522335
CONCRETE SUPPLIER:
Pioneer
86
PLANT /TRUCK:
27/486
93
MIX ID NUMBER:
9351
3:30 pm
AIR ( %) (ASTM c -231) :
5.9
4:10 pm
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
3.50
Paving:
Perimeter Road, station 24 +30
CNS 65
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 65
7
10/08/97
126000
4457
3000/28 days
CNS 66
28
10/29/97
CNS 67
28
10/29/97
CNS 68
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
I Curing:
Methods: ASTM C -39 Fracture: A® BE C D
REMARKS:
Technician: Bob Shea FUGRO-MCCLELLAND (SOUTHWEST), INC.
Checked By:
SMH1rm
Distribution: Coppell ISO - 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: October 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1,_1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522331
CONCRETE SUPPLIER:
Pioneer
86
PLANT /TRUCK:
27
94
MIX ID NUMBER:
9351
3:00 pm
AIR ( %) (ASTM C -231)
LOAD
3:35 pm
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
4
Paving: Perimeter Road, station 23 +85
(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 61
7
10/08/97
100000
3537
3000/28 days
CNS 62
28
10/29/97
CNS 63
28
10/29/97
CNS 64
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 :`
Testing ASTM C -143, Types of
Z
Curing: i
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Bob Shea 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 October 15, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522303
CONCRETE SUPPLIER:
Pioneer
85
PLANT /TRUCK:
27
92
MIX ID NUMBER:
9351
12:30 pm
AIR ( % ) (ASTM C -231)
LOAD
1:15 pm
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
4
Paving: Perimeter Road, station 21 +40
(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 49
7
10/08/97
124000
4386
3000/28 days
CNS 50
28
10/29/97
CNS 51
28
10/29/97
CNS 52
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
:Making & ASTM C -31
i
:Testing ASTM C -143, Types of
0
Curing:
Methods: ASTM C -39 i Fracture: A® B C D
REMARKS:
Technician: Bob Shea 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: October 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522315
CONCRETE SUPPLIER:
Pioneer
86
PLANT /TRUCK:
27
93
MIX ID NUMBER:
9351
1:35 pm
AIR ( %) (ASTM C -231)
LOAD
2:15 pm
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
3.50
paving: Perimeter
Road, station 22 +45
CNS 53
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 53
7
10/08/97
107000
3785
3000128 days
CNS 54
28
10/29/97
CNS 55
28
10/29/97
CNS 56
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 IS C D
REMARKS:
Technician: Bob Shea 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
G
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 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522265
CONCRETE SUPPLIER:
Pioneer
81
PLANT /TRUCK:
27/549
89
MIX ID NUMBER:
9351
8:10 am
AIR ( %) (ASTM C -231) :
5.7
9:00 am
WATER ADDED (gal):
0
Overcast
SLUMP (in.) (ASTM C -143) :
4.50
Paving:
Perimeter Road, station 1 +00
CNS 33
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 33
7
10/08/97
122000
4316
3000/28 days
CNS 34
28
10/29/97
CNS 35
28
10/29/97
CNS 36
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
I Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture:
Curing:
Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Bob Shea 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: October 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 1, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522318
CONCRETE SUPPLIER:
Pioneer
86
PLANT /TRUCK:
27/278
92
MIX ID NUMBER:
9351
2:05 pm
AIR ( %) (ASTM C -231) :
5.5
2:45 pm
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
4
Paving: Perimeter Road, station 23 +00
(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 57
7
10/08/97
103500
3661
3000/28 days
CNS 58
28
10/09/97
CNS 59
28
10/09/97
CNS 60
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
& ASTM C -31
Curing
Methods: ASTM C -39 I Fractu of A ® B ® C D
REMARKS:
Technician: Bob Shea
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: October 15, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE:' October - 4 : 1997 '..'
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Contractors, Inc.
522270
CONCRETE SUPPLIER:
Pioneer
80
PLANT/TRUCK:
27
90
MIX ID NUMBER:
9351
9:50 am
AIR ( %) (ASTM C -231) :
5.50
10:40 am
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
3.50
Paving: Station 18 +90, Perimeter Road
(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 37
7
10/08/97
126000
4457
3000/28 days
CNS 38
28
10/29/97
CNS 39
28
10/29/97
CNS 40
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making 8 ASTM C -31
Testing ASTM C -143, Types of
Curing:
Methods: ASTM C -39 Fracture: A® BE C D
REMARKS:
Technician: Bob Shea 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