SC-Coppell MSN-LR 971028FUGRO-McCLELLAND (SOUTHWEST), INC.
iiGRO
■
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 28, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: September 25, 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.
491141
CONCRETE SUPPLIER:
Pioneer
78
PLANT /TRUCK:
74/754
90
MIX ID NUMBER:
9351
10:14 am
AIR ( %) (ASTM C -231)
LOAD
11:30 am
WATER ADDED (gal):
0
Overcast
SLUMP (in.) (ASTM c -143) :
5.0
Parking lot paving:
85 feet north of southwest corner, 10 feet east of
west side
7
10/02/97
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)
CMN 427
7
10/02/97
93000
3289
4000/28 days
CMN 428
28
10/23/97
118000
4174
CMN 429
28
10/23/97
117000
4138
CMN 430
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, S Types of
Fracture: Z 11
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
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 28, 1997
PROJECT Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: S eptember 25, 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.
491136
CONCRETE SUPPLIER:
Pioneer
78
PLANTITRUCK:
74/563
88
MIX ID NUMBER:
9351
9:50 am
AIR ( % ) (ASTM C -231)
LOAD
(pounds)
10:50 am
WATER ADDED (gal):
15
Overcast
SLUMP (in .) (ASTM C -143) :
5.0
Parking lot paving,
75 feet north of southwest corner, 25 feet east of
west side
7
10/02/97
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 127, 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CMN 423
7
10/02/97
120000
4244
4000/28 days
CMN 424
28
10/23/97
145000
5129
CMN 425
28
10/23/97
143000
5058
CMN 426
Hold
Specifications:
Making & ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, Types of
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Bob Shea
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: or-7---
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), IN
0
■
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 28, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: September 25, 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.
491147
CONCRETE SUPPLIER:
Pioneer
78
PLANT /TRUCK:
74/563
91
MIX ID NUMBER:
9351
11:23 am
AIR ( %) (ASTM C -231)
LOAD
(pounds)
12:00 pm
WATER ADDED (gal):
0
Overcast
SLUMP (in.) (ASTM c -143) :
4.75
Parking lot paving:
125 feet north of southwest
corner, 60 feet east of
west side
10/02/97
108000
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 "x'12", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CMN 431
7
10/02/97
108000
3820
4000/28 days
CMN 432
28
10/23/97
127000
4492
CMN 433
28
10/23/97
130000
4598
CMN 434
Hold
Specifications:
Making & ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, Types of
Methods: ASTM C -39 Fracture: A® B® C Z D
REMARKS:
Technician: Bob Shea FUGRO- McCLELLAND (SOUTHWEST), INC.
Check 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 (SOUTHWES 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: October 28, 1997
PROJECT Coppell Middle School North, Coppell, Texas Project No .: 0771 -2091
SAMPLE DATE: September 25 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.
491153
CONCRETE SUPPLIER:
Pioneer
78
PLANT /TRUCK:
74/751
91
MIX ID NUMBER:
9351
12:44 pm
AIR ( % ) (ASTM C -231) :
LOAD
1:10 pm
WATER ADDED (gal):
0
Overcast
SLUMP (in .) (ASTM C -143) :
5.25
Parking lot paving: 25 feet east of west side, 75 feet south of
northwest corner
CMN 435
7
CONCRETE CYLINDER'' COMPRESSIVE STRENGTH TESTS
Standard 61 x 12", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 435
7
10/02197
105000
3714
4000/28 days
CMN 436
28
10/23/97
118000
4174
CMN 437
28
10/23/97
121000
4280
CMN 438
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: 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.
0
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 28, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: September 29, 1997 -
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
484591
CONCRETE SUPPLIER:
Pioneer
82
PLANT /TRUCK:
27/121
88
MIX ID NUMBER:
9351
9:10 am
AIR ( % ) (ASTM C -231)
LOAD
9:35 am
WATER ADDED (gal):
0
Clear
SLUMP (in .) (ASTM C -143) :
41/2
Paving:
Eastbound Natches Trace Drive, station
5 +00
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 1
7
10/06/97
84000
2971
3000/28 days
CNS 2
28
10/27/97
110000
3891
CNS 3
28
10/27/97
113000
3995
CNS 4
1 Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: Z D
Curing: Methods: ASTM C -39 A® B C
REMARKS:
Technician: Mark Strittmatter FUGRO- McCLELLAND (SOUTHWEST), INC.
.s
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.
M
��
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 28, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: September 29, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
484613
CONCRETE SUPPLIER:
Pioneer
85
PLANT /TRUCK:
27/Tiseo
88
MIX ID NUMBER:
9351
10:40 am
AIR ( %) (ASTM C -231)
LOAD
11:00 am
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
51/2
Paving: Eastbound Natches Trace Drive, station
8 +00
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 5
7
10/06/97
80000
2829
3000/28 days
CNS 6
28
10/27/97
105000
3714
CNS 7
28
10/27/97
110000
3891
CNS 8
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
'. Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: Z
s Curing: Methods: ASTM C -39 A® B C D
REMARKS:
Technician: Mark Strittmatter
FUGRO- McCLELLAND (SOUTHWEST), INC.
f
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