SC-Coppell MSN-LR 971024FUGRO- 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 24, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project NO.: 0771 -2094
SAMPLE DATE: October 16, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
495886
CONCRETE SUPPLIER:
Pioneer
73
PLANT /TRUCK:
74/734
85
MIX ID NUMBER:
9351
11:12 am
AIR ( %) (ASTM C -231) :
4.8
12:05 pm
WATER ADDED (gal):
5
Clear
SLUMP (in.) (ASTM C -143) :
5
Paving: South parking lot behind school (south
of parking lot)
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 109
7
10/23/97
83000
2935
3000/28 days
CNS 110
28
11/13/97
CNS 111
28
11/13/97
CNS 112
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making 8 ASTM C -31
® ®
Curi Methods: ASTM C -39 Fractu e A B C D
REMARKS:
Technician: Daniel Myers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By. 1
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.
0
N
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 24, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 16, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
495907
CONCRETE SUPPLIER:
Pioneer
77
PLANT /TRUCK:
74/493
84
MIX ID NUMBER:
9351
1:20 pm
AIR ( %) (ASTM C -231) :
5
2:15 pm
WATER ADDED (gal):
30
Clear
SLUMP (in.) (ASTM c -143) :
5.5
Center (north)
strip of elementary parking pavement
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
da s
TESTED
(pounds)
(psi)
(psi)
CNS 105
7
10/23/97
90000
3183
3000/28 days
CNS 106
28
11/13/97
CNS 107
28
11/13/97
CNS 108
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
I 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 By:
SMH /rm
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 Schooler SHW Group - Mike Elmore
0
of
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 24, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 16, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
495854 CONCRETE SUPPLIER: Pioneer
54 PLANT /TRUCK: 74/562
70 MIX ID NUMBER: 9351
6:50 am AIR ( %) ( ASTM C -231) : 4.7
8:15 am WATER ADDED (gal): 5
Clear SLUMP (in.) (ASTM C -143) : 4
Parking lot paving, 18 foot neck of future public road east of parking
lot behind elementary school
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 97
7
10/23/97
85000
3006
3000/28 days
CNS 98
28
11/13/97
CNS 99
28
11/13/97
CNS 100
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making 8 ASTM C -31 t
Testing ASTM C -143, Types of ® ®
Curing:
Methods: ASTM C -39 Fracture: A IS C D
REMARKS:
Technician: Daniel Myers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B
SMH /rm
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 Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUT HWEST), INC.
:332� �
GRiD
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 24, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE October 16, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
495921
CONCRETE SUPPLIER:
Pioneer
79
PLANT /TRUCK:
74
85
MIX ID NUMBER:
9351
2 :23 pm
AIR ( % ) (ASTM C -231) :
4.7
3:40 pm
WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM C -143) :
5.5
Paving:
Northeast entrance of parking lot
CNS 113
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 113
7
10/23/97
85000
3006
3000/28 days
CNS 114
28
11/13/97
CNS 115
28
11/13/97
CNS 116
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C- 143, Types of
® [I
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 (SOUTHWE INC.
-- ruGRO
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 24, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 16, 1997
CONTRACTOR:
Tiseo Paving
TICKET NO.:
CONCRETE SUPPLIER:
Tiseo
AMBIENT TEMP. (°F):
53
PLANT /TRUCK:
1/118
CONCRETE TEMP. ( °F) (ASTM C- 1064):
72
MIX ID NUMBER:
34
TIME BATCHED:
7:15 am
AIR ( %) (ASTM C -231) :
5.2
TIME SAMPLED:
8:35 am
WATER ADDED (gal):
0
WEATHER CONDITION:
Clear
SLUMP (in.) (ASTM C -143) :
4.25
LOCATION OF PLACEMENT:
Paving:
Perimeter Road westbound lane, 370 feet east of Denton
Tap
CNS 91
28
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 89
7
10/23/97
145000
5129
3000/28 days
CNS 90
28
11/13/97
CNS 91
28
11/13/97
CNS 92
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: Jason Brimingham 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
FUGRO- McCLELLAND (SOUTH 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 24, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 16, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
523340
CONCRETE SUPPLIER:
Pioneer
65
PLANT /TRUCK:
27-0
76
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
5.2
10:05 am WATER ADDED (gal):
0
Clear
SLUMP (in .) (ASTM C -143) :
5
Paving:
Perimeter Road westbound lane, 100 feet east of Denton
Tap
CNS 93
7
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 93
7
10/23/97
105000
3714
3000/28 days
CNS 94
28
11/13/97
CNS 95
28
11/13/97
CNS 96
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® IS C D
REMARKS:
Technician: Jason Brimingham
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
�iGRO
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 24, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE October 16, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
495868
CONCRETE SUPPLIER:
Pioneer
65
PLANT /TRUCK:
74/385
72
MIX ID NUMBER:
9351
8:55 am
AIR ( % ) (ASTM C -231) :
5
10:00 am
WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM c -143) :
5
Paving, east central of parking lot behind elementary school
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 101
7
10/23/97
83000
2935
3000/28 days
CNS 102
28
11/13/97
CNS 103
28
11/13/97
CNS 104
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 By
SMH /rm
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 Schooler SHW Group - Mike Elmore