SC-Coppell MSW-LR020319FUGRO SOUTH, INC.
'Elm
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: March 19, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas Project No.: 0701 -2233
SAMPLE DATE: March 7, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc
119617
CONCRETE SUPPLIER:
Hanson
45
PLANTITRUCK:
77/2041
48
MIX ID NUMBER:
9351
4:10 a.m.
AIR ( %) (ASTM C -231) :
5.5
4:40 a.m.
WATER ADDED (gal):
10
Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
Paving on bus parking lot from south end, 40 feet north from west end
of lot going 15
feet east
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 169
7
03/14/02
106000
3750
3600/28 days
CSC 170
28
04/04/02
CSC 171
28
04/04/02
CSC 172
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: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
ORD
a s
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: March 19, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas Project No.: 0701 -2233
SAMPLE DATE: March 7, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc.
119630
CONCRETE SUPPLIER:
Hanson
45
PLANT/TRUCK:
27/15
48
MIX ID NUMBER:
9361
5:20 a.m.
AIR ( %) (ASTM C -231) :
5.0
5:45 a.m.
WATER ADDED (gal):
10
Cloudy
SLUMP (in.) (ASTM C-143):
5.0
Paving on bus parking lot from south end going north, 80 feet and from
west end of lot
going 150 feet east
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
da s
TESTED
(pounds)
(psi)
(psi)
CSC 173
7
03114/02
105300
3730
3600/28 days
CSC 174
28
04/04/02
CSC 175
28
04/04/02
CSC 176
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: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, 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 March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 7, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc.
119639
CONCRETE SUPPLIER:
Hanson
49
PLANTITRUCK:
27/1880
52
MIX ID NUMBER:
9351
6:10 a.m.
AIR ( % ) (ASTM C -231) :
5.0
6:50 a.m.
WATER ADDED (gal):
10
Cloudy
SLUMP (in .) (ASTM C -143) :
5.0
Paving on bus parking lot from south end 20 feet and from west end
going 250 feet east
CSC 177
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 177
7
03/14/02
85100
3010
3600/28 days
CSC 178
28
1 04/04/02
CSC 179
28
04/04/02
CSC 180
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
E
Curing: I
Methods: ASTM C -39
Fracture: A B 0 C D
REMARKS:
Technician: Julio Villarreal
111Irl:IGI'I611j III: line]
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
M
��
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 7, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc.
119643
CONCRETE SUPPLIER:
Hanson
47
PLANT/TRUCK:
27/195
49
MIX ID NUMBER:
9351
7:20 a.m.
AIR ( %) (ASTM C -231) :
5.0
7:50 a.m.
WATER ADDED (gal):
15
Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
Paving on bus
parking lot at south end going north 60 feet and from
west end doing 250 feet east
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 181
7
03/14/02
77200
2730
3600/28 days
CSC 182
28
04/04/02
CSC 183
28
04/04/02
CSC 184
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Fracture: Z
Curing:
Methods: ASTM C -39
A® B C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By: — �
S M H /bg
Distribution: K A Sparks Contractors Inc. – Jim Schooler
K A Sparks Contractors Inc. – Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group – Mike Elmore
SHW Group – Dale Lilljedahl
FUGRO SOUTH, INC.
A CERG
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: March 19, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas Project No.: 0701 -2233
SAMPLE DATE: March 7, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc.
119656
CONCRETE SUPPLIER:
Hanson
50
PLANT/TRUCK:
77/109
52
MIX ID NUMBER:
1351
8:30 a.m.
AIR ( %) (ASTM C -231) :
5.0
9:10 a.m.
WATER ADDED (gal):
10.0
Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
Paving on bus
parking lot from south end going 95 feet north and from
west end going 260 feet east
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 185
7
03/14/02
87400
3090
3600/28 days
CSC 186
28
04/04/02
CSC 187
28
04/04/02
CSC 188
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: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, 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 March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 7, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc.
119680
CONCRETE SUPPLIER:
Hanson
50
PLANTITRUCK:
27/270
53
MIX ID NUMBER:
9351
10:30 a.m.
AIR ( % ) (ASTM C -231) :
5.0
10:40 a.m.
WATER ADDED (gal):
10
Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
Paving on Wrangler Circle to parking lot on east
end from east and 10
feet west and from south end of parking lot going north 25 feet
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(Pounds)
(psi)
(psi)
CSC 189
7
03/14/02
95000
3360
3600/28 days
CSC 190
28
04/04/02
CSC 191
28
04/04102
CSC 192
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing: I
Methods: ASTM C -39
Fracture: A® B C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
��aR0
i
2880 Virgo Lane; Dallas, Texas 75229
Ph(972)484 -8301; Fax(972)620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 8, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
119704
CONCRETE SUPPLIER: Hanson
62
PLANT/TRUCK: 27/923
67
MIX ID NUMBER: 9351
3:45 a.m.
AIR ( % ) (ASTM C -231) : -
4:15 a.m.
WATER ADDED (gal): -
Cloudy
SLUMP (in.) (ASTM C -143) : 6 -3/4
Paving on parking
lot and firelane on southeast side of service center
building, 105 feet west and 30 feet south from southeast corner of
building
TESTED
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 193
7
03/15/02
81100
2870
3600/28 days
CSC 194
28
1 04/05/02
CSC 195
28
04/05/02
CSC 196
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing: 1
Methods: ASTM C -39
Fracture: A B C D
REMARKS:
Technician: Dumitru Balas
FUGRO SOUTH INC.
Reviewed By: ,
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
ACRD
M
SE=00
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 8, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
119712
CONCRETE SUPPLIER: Hanson
62
PLANT/TRUCK: 27/1015
68
MIX ID NUMBER: 9351
4:35 a.m.
AIR ( % ) (ASTM C -231) : -
5:10 a.m.
WATER ADDED (gal): -
Cloudy
SLUMP (in .) (ASTM C -143) : 6 -1/2
Paving on parking
lot and firelane southeast site of service center
building, 35 feet
west and 60 feet south from southeast corner of
building
(pounds)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 197
7
03/15/02
91300
3230
3600/28 days
CSC 198
28
04/05/02
CSC 199
28
04/05/02
CSC 200
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
0
Curing: I
Methods: ASTM C -39
Fracture: A® B C D
REMARKS:
Technician: Dumitru Balas
FUGRO SOUTH INC.
Reviewed By: 4�_
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
A GRn
M
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: March 19, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas Project No.: 0701 -2233
SAMPLE DATE: March 8, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Goup
119724
CONCRETE SUPPLIER: Hanson
63
PLANT/TRUCK: 27/648
67
MIX ID NUMBER: 9351
5:45 a.m.
AIR ( %) (ASTM C -231) : -
6:10 a.m.
WATER ADDED (gal): 10
Cloudy
SLUMP (in.) (ASTM C -143) : 6 -1/4
Paving on parking
lot and firelane on southeast side of service center
building, 35 feet
east and 80 feet south from southeast corner of
building
(pounds)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 201
7
03/15/02
97400
3450
3600/28 days
CSC 202
28
04/05/02
CSC 203
28
04/05/02
CSC 204
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Z
Curing: I
Methods: ASTM C -39
Fracture: A® B® C D
REMARKS:
Technician: Dumitru Balas
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
G�
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 8, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Goup
119732
CONCRETE SUPPLIER: Hanson
63
PLANT/TRUCK: 27/648
71
MIX ID NUMBER: 9351
6:37 a.m.
AIR ( %) (ASTM C -231) : -
7:40 a.m.
WATER ADDED (gal): 10
Cloudy
SLUMP (in .) (ASTM C -143) : 5 -1/2
Paving on parking
lot and firelane on southeast side of service center
building, 75 feet
east and 30 feet north from southeast corner of
building
(pounds)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 205
7
03/15/02
100600
3560
3600/28 days
CSC 206
28
04/05/02
CSC 207
28
04/05/02
CSC 208
Hold
Fracture mode is (A) unless otherwise noted
specifications:
Making & ASTM C -31
Testing ASTM C -143,
C
Types of
Fracture: ® ® [I
Curing:
Methods: ASTM -39
A g C D
REMARKS:
Technician: Dumitru Balas
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
� GRO
i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date March 19, 2002
PROJECT Coppell ISD Service Center, Coppell, Texas Project No .: 0701 -2233
SAMPLE DATE: March 8, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
040726
CONCRETE SUPPLIER: Hanson
65
PLANT/TRUCK: 22/108
68
MIX ID NUMBER: 9351
8:45 a.m.
AIR ( %) (ASTM C -231) : -
9:20 a.m.
WATER ADDED (gal): -
Cloudy
SLUMP (in.) (ASTM C -143) : 6 -3/4
Paving on parking
lot and firelane on northeast side of service center
building, 75 feet
east and 100 feet north from northeast corner of
building
(pounds)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 209
7
03/15/02
92800
3280
3600/28 days
CSC 210
28
04/05/02
CSC 211
28
04/05/02
CSC 212
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: Dumitru Balas
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl