SC-Coppell MSN-LR 971114�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 14, 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
1117000
4138
CNS 115
28
11/13/97
115000
4067
CNS 116
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, ? Types of
Fracture:
Curing: Methods: ASTM C -39 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
�n�so
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 14, 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
PLANTITRUCK:
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)
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
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 109
7
10/23/97
83000
2935
3000/28 days
CNS 110
28
11/13/97
105000
3714
CNS 111
28
11/13/97
103000
3643
CNS 112
1 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 a
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
�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 14, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 16, 1997 J
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
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 105
7
10/23/97
90000
3183
3000/28 days
CNS 106
28
11/13/97
105000
3714
CNS 107
28
11/13/97
107000
3784
CNS 108
1 Hold
Fracture mode is (A) unless otherwise noted
Specifications: & ASTM C -31 ASTM C-1 43, Types o
Fractu ® ® Z D 0
M Testing
Cu Making ring: ethods: ASTM C -39 e A 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
�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 14, 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
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CNS 101
7
10/23/97
83000
2935
3000/28 days
CNS 102
28
11/13/97
107000
3784
CNS 103
28
11/13/97
105000
3714
CNS 104
1 Hold
Specifications:
Making & ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, i Types of
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Daniel Myers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked Ey
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.
— fuGRO
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 14, 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
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
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 97
7
10/23/97
85000
3006
3000/28 days
CNS 98
28
11/13/97
108000
3820
CNS 99
28
11/13/97
110000
3891
CNS 100
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
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.
�GRO
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 14, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 15, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
495820
CONCRETE SUPPLIER:
Pioneer
76
PLANT /TRUCK:
74/737
79
MIX ID NUMBER:
9351
12:45 pm
AIR ( %) (ASTM C -231) :
5.2
1 :25 pm
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
4.5
Paving: Perimeter Road westbound lane, 500 feet
east of Denton
Tap
7
10/22/97
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 85
7
10/22/97
123000
4350
3000/28 days
CNS 86
28
11/12/97
157000
5553
CNS 87
28
11/12/97
160000
5659
CNS 88
Hold
Specifications:
Fracture mode is (A) unless otherwise noted
Making & ASTM C -31 Testing ASTM C -143, i Types of
Curing: Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Jason Brimingham
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 (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: November 14, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 15, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
523269
CONCRETE SUPPLIER:
Pioneer
61
PLANT /TRUCK:
27/0
74
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
4.7
11:15 am WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C-143):
4.25
Paving:
Perimeter Road westbound lane at intersecton with Center
Road
CNS 81
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 81
7
10/22/97
103000
3643
3000/28 days
CNS 82
28
11/12/97
140000
1 4952
CNS 83
28
11/12/97
135000
4775
CNS 84
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: Jason Brimingham
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 14, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 15, 1997'
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
523255
CONCRETE SUPPLIER:
Pioneer
57
PLANT /TRUCK:
27/0
76
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
5
9:50
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
4
Paving:
Perimeter Road westbound lane, 405 feet west of southeast
corner of
Perimeter Road
10/22/97
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)
CNS 77
7
10/22/97
153000
5412
3000/28 days
CNS 78
28
11/12/97
185000
6544
CNS 79
28
11/12/97
180000
6369
CNS 80
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 Testing ASTM C -143, Types of
® ® Z
' Curing: Methods: ASTM C -39 Fracture: A B C D
REMARKS:
Technician: Jason Brimingham
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
go
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 14, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 15, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( ° F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
522740 CONCRETE SUPPLIER: Pioneer
53 PLANT/TRUCK: 27/0
74 MIX ID NUMBER: 9351
AIR ( %) ( ASTM C -231) : 5.1
8:10 WATER ADDED (gal): 0
Clear SLUMP (in.) (ASTM C -143) : 4.75
Paving: Perimeter Road westbound lane, 300 feet west of southeast
corner of Perimeter Road
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 73
7
10/22/97
100000
3537
3000/28 days
CNS 74
28
11/12/97
145000
5129
CNS 75
28
11/12/97
143000
5058
CNS 76
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C- 143, Types of
Z
I Curing:
Methods: ASTM C -39 `• Fracture: A® B® C D
REMARKS:
Technician: Jason Brimingham
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