SC-Coppell MSN-LR 971113�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 November 13, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 31, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
5000107
CONCRETE SUPPLIER:
Pioneer
65
PLANT/TRUCK:
74/829
75
MIX ID NUMBER:
9351
7:00 am
AIR ( %) (ASTM C -231) :
5.2
7:50 am
WATER ADDED (gal):
20
STRENGTH
(psi)
SLUMP (in .) (ASTM C -143) :
5.5
Paving:
Southeast parking lot behind elementary
school (north
driveway 100 feet from east service road
3000/28 days
REMARKS:
Technician: Daniel Myers
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
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)
CNS 157
7
11/07/97
90000
3183
3000/28 days
CNS 158
28
11/28/97
CNS 159
28
11/28/97
CNS 160
Specifications:
Hold
Making &
Curing:
Fracture mode is (A) unless otherwise noted
ASTM C -31 Testing ASTM C -143, ;Types of
Z
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Daniel Myers
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
— fu'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: November 13, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 31, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
500119
CONCRETE SUPPLIER:
Pioneer
67
PLANT /TRUCK:
74/829
76
MIX ID NUMBER:
9351
8:35 am
AIR ( %) (ASTM C -231) :
5.8
9:25 am
WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM C -143) :
5.5
Paving:
South parking lot behind elementary (west entrance)
REMARKS:
Technician: Daniel Myers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked 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
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)
CNS 161
7
11/07/97
80000
2829
3000/28 days
CNS 162
28
11/28/97
CNS 163
28
11/28/97
CNS 164
Hold
Specifications:
Making 8
Curing:
ASTM C -31
Fracture mode is (A) unless otherwise noted
Methods: ASTM C -39 Fracture: A® B® C D a
REMARKS:
Technician: Daniel Myers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked 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
�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 ISO Report Date November 13, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 - 2094
(— SAMPLE DATE: October 31, 1997 f
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
500132
CONCRETE SUPPLIER:
Pioneer
70
PLANT /TRUCK:
74
75
MIX ID NUMBER:
9351
9:30 am
AIR ( %) (ASTM C -231) :
5.3
10:35 am WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM c -143) :
5.5
Paving:
South parking lot - elementary west driveway
entrance
REMARKS:
Technician: Daniel Myers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
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
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)
CNS 165
7
11/07/97
85000
3006
3000/28 days
CNS 166
28
11/28/97
CNS 167
28
11/28/97
CNS 168
Hold
Specifications:
I Making &
Curing:
ASTM C -31
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, Types of
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 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