SC-Coppell MSN-LR 970915. ���
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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 September 15, 1997
PROJECT: Coppell Elementary School #10, Coppell, Texas Project No .: 0771 -2089
SAMPLE DATE: August 13, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Fox Contractors
141013
CONCRETE SUPPLIER:
Go Crete
78
PLANTITRUCK:
3 -185
87
MIX ID NUMBER:
263
6:57 a.m
AIR ( % ) (ASTM C -231) :
5.5
7:30 a.m
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
51/4
Parking,
105 feet East 75 feet North of Northeast
corner of gymnasium
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)
CES 273
7
8/20/97
83000
2935
3000/28 days
CES 274
28
9/10/97
105000
3714
CES 275
28
9/10/97
103000
3643
CES 276
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: David Peters 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
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 September 15, 1997
PROJECT Coppell Elementary School #10, Coppell, Texas Project No.: 0771 -2089
SAMPLE DATE: August 13, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Fox Contractors
320321
CONCRETE SUPPLIER:
Go Crete
90
PLANT/TRUCK:
3 -168
92
MIX ID NUMBER:
263
9:42 a.m
AIR ( % ) (ASTM C -231) :
LOAD
10:45 a.m
WATER ADDED (gal):
NUMBER
Fair
SLUMP (in .) (ASTM C -143) :
5
Northwest parking lot, 60 yards from manhole at
Northwest corner of
lot (by baseball
field)
8/20/97
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)
CES 277
7
8/20/97
75000
2652
3000/28 days
CES 278
28
9/10/97
95000
3360
CES 279
28
9/10/97
97000
3431
CES 280
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31
Testing ASTM C -143, Types of
a
'. Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: David Williams 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 Schooier SHW Group - Mike Elmore
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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 September 15, 1997
PROJECT: Coppell Elementary School #10, Coppell, Texas Project NO.: 0771 -2089
SAMPLE DATE: August 13, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Fox Contractors
320336 CONCRETE SUPPLIER: Go Crete
92 PLANT/TRUCK: 3 -186
94 MIX ID NUMBER: 263
12:05 p.m AIR ( %) (ASTM C -231) :
1:00 p.m WATER ADDED (gal):
Clear SLUMP (in .) (ASTM C -143) : 4.5
Northwest parking lot, 20 yards from manhole at northwest corner of
lot (by baseball field)
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)
CES 281
7
8/20/97
80000
2829
3000/28 days
CES 282
28
9/10/97
105000
3714
CES 283
28
9/10/97
100000
3537
CES 284
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: David Williams
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked 1 3yT
SMH /hb
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 Schooier SHW Group - Mike Elmore