SC-Coppell MSN-LR 9711170
• N o
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: November 17, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
523403
CONCRETE SUPPLIER:
Pioneer
56
PLANT /TRUCK:
27/653
70
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
4.5
5:30 am
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
5
Paving,
west central parking lot elementary school
CNS 121
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 121
7
10/24/97
130000
4598
3000/28 days
CNS 122
28
11/14/97
140000
4952
CNS 123
28
11/14/97
135000
4775
CNS 124
H old
Fracture mode is (A) unless otherwise noted
Specifications: Making E ASTM C -31 Testing ASTM C -143, Types of
Z
Curing: Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Daniel Myers 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: November 17, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 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 (Cortez)
523392
CONCRETE SUPPLIER:
Pioneer
56
PLANT /TRUCK:
27/648
70
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
5
4:15 pm
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
5
Paving:
Northwest parking lot
CNS 117
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 117
7
10/24/97
120000
4244
3000/28 days
CNS 118
28
11/14/97
157000
5553
CNS 119
28
11/14/97
160000
5659
CNS 120
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
E Z
Curing: Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Daniel Myers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By
SMH /rm
Distribution: Coppell ISO - 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.
EIS
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: November 17, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
523441
CONCRETE SUPPLIER:
Pioneer
65
PLANT /TRUCK:
271
75
MIX ID NUMBER:
9351
9:00 am
AIR ( %) (ASTM C -231) :
5.3
10:00 am
WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM C -143) :
6
Paving: Approach south driveway and north driveway
(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 129
7
10/24/97
95000
3360
3000/28 days
CNS 130
28
11/14/97
145000
1 5129
CNS 131
28
11/14/97
143000
5058
CNS 132
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: Daniel Myers
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.
MOBW
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: Novemver 17, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
523414
CONCRETE SUPPLIER:
Pioneer
57
PLANT /TRUCK:
27/758
71
MIX ID NUMBER:
9351
6:10 am
AIR ( %) (ASTM C -231) :
4.3
6:45 am
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM c -143) :
5.5
Paving:
Parking lot driveway Southwest corner
of building
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 125
7
10/24/97
117000
4138
3000/28 days
CNS 126
28
11/14/97
137000
4846
CNS 127
28
11/14/97
135000
4775
CNS 128
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 z D
REMARKS:
Technician: Daniel Myers
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