SC-Coppell MSN-LR 971201�GRO
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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: December 1, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 29, 1997 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
499946
CONCRETE SUPPLIER:
Pioneer
59
PLANT /TRUCK:
74/742
78
MIX ID NUMBER:
9351
6:45
AIR ( %) (ASTM C -231)
CYLINDER
NUMBER
7:35
WATER ADDED (gal):
15
Cloudy
SLUMP (in.) (ASTM C -143) :
4.75
Paving:
5 feet north from west curb, 5 feet east
form start of radius at
drive at
east side of middle school north radius
CNS 149
REMARKS:
Technician: Scott Rogers 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
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 149
7
11/05/97
90000
3183
3000/28 days
CNS 150
28
11/26/97
117000
4138
CNS 151
28
11/26/97
115000
4067
CNS 152
Hold
Specifications:
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 Z D 0
REMARKS:
Technician: Scott Rogers 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
�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: December 1, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 29, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
499965 CONCRETE SUPPLIER: Pioneer
60 PLANT /TRUCK: 74/751
78 MIX ID NUMBER: 9351
8:47 AIR ( %) (ASTM C -231) :
9:45 WATER ADDED (gal): 0
Cloudy SLUMP (in.) (ASTM C -143) : 4.50
Paving: 5 feet south, 10 feet west from northern most point of radius
at drive east of middle school north radius at north end of drive
REMARKS:
Technician: Scott Rogers
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
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 153
7
11/05/97
90000
3183
3000/28 days
CNS 154
28
11/26/97
121000
4280
CNS 155
28
11/26/97
117000
4138
CNS 156
Hold
Specifications:
Making &
Curing:
ASTM C -31
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, Types of
Z
Methods: ASTM C -39 Fracture: A® BE C D
REMARKS:
Technician: Scott Rogers
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: December 1, 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)
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 161
7
11107/97
80000
2829
3000/28 days
CNS 162
28
11/28/97
110000
3891
CNS 163
28
11/28/97
115000
4067
CNS 164
1 Hold
Fracture mode is (A) unless otherwise noted
Specifications:
& ASTM C -31 ASTM C-14, Tpes o
Fractu A ® ®
M Testing
Curi ethods: ASTM C -39 of 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
�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: December 1, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: OCtober31, 1997'
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
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 165
7
11/07/97
85000
3006
3000/28 days
CNS 166
28
11/28/97
115000
4067
CNS 167
28
11/28/97
118000
4174
CNS 168
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture: A® Z
Curing: Methods: ASTM C -39 B® C D
REMARKS:
Technician: Daniel Myers
FUGRO-McCLELLAND (SOUTHWEST), INC.
, Z -- 7
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 (SOUTH INC.
�fGRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: December 1, 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
LOAD
SLUMP (in.) (ASTM C -143) :
5.5
Paving:
Southeast parking lot behind elementary
school (north
driveway
100 feet from east service road
(psi)
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
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 157
7
11/07/97
90000
3183
3000/28 days
CNS 158
28
11/28/97
117000
4138
CNS 159
28
11/28/97
120000
4244
CNS 160
Hold
Fracture
mode is (A) unless otherwise noted
Specifications:
; Making &
ASTM C -31
Testing ASTM C -143, Types of
Fracture:
A® Z D
Curing:
Methods: ASTM C -39
B C
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