SC-Coppell MSN-LR 971008FUGRO- McCLELLAND (SOUTHWEST), INC.
�GRO
G�
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 8, 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
PLANT /TRUCK:
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 12 ", 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
CMN 425
28
10/23/97
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 a
REMARKS:
Technician: Bob Shea FUGRO- MCCLELLAND (SOUTHWEST), INC.
Checked B
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
- IruGRO
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 8, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DA TE: '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
(pounds)
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
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CMN 427
7
10/02/97
93000
3289
4000/28 days
CMN 428
28
10/23/97
CMN 429
28
10/23/97
CMN 430
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.
Checke R
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 8, 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) :
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
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 431
7
10/02/97
108000
3820
4000/28 days
CMN 432
28
10/23/97
CMN 433
28
10/23/97
CMN 434
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: a
i Curing: Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Bob Shea FUGRO- McCLELLAND (SOUTHWEST), INC.
i
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: CoppellISD
PROJECT Coppell Middle School North, Coppell, Texas
Report Date: October 8 1997
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:
741751
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
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 435
7
10/02/97
105000
3714
4000/28 days
CMN 436
28
10/23/97
CMN 437
28
10/23/97
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