SC-Coppell MSW-LR020405FUGRO SOUTH, INC.
awn
ONE
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date April 5, 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 LOAD
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
(pounds)
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(psi)
(psi)
CSC 189
7
03/14/02
95000
3360
3600/28 days
CSC 190
28
04/04/02
121500
1 4300
CSC 191
28
04/04/02
125000
4420
CSC 192
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
ASTM C
Types of
Fracture: Z
Curing:
Methods: -39
A® B C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By: �^
SMH /bg /rm
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.
�faRO
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 April 5, 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 LOAD
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
(pounds)
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(psi)
(psi)
CSC 185
7
03/14/02
87400
3090
3600/28 days
CSC 186
28
04/04/02
114400
4050
CSC 187
28
04/04/02
111700
3950
CSC 188
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Methods: ASTM C
Types of
Fracture: H
Curing:
-39
1
A® B® C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By: —
SMH /bg /rm
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 GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD
PROJECT: Coppell ISD Service Center, Coppell, Texas
Report Date April 5, 2002
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
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL LOAD
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
(pounds)
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(psi)
(psi)
CSC 181
7
03/14/02
77200
2730
3600/28 days
CSC 182
28
1 04/04/02
104200
3690
CSC 183
28
04/04/02
106100
3750
CSC 184
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 U g 2 C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By
SMH /bg /rn
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 April 5, 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
PLANT/TRUCK:
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
7
03/14/02
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL LOAD
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
(pounds)
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(psi)
(psi)
CSC 177
7
03/14/02
85100
3010
3600/28 days
CSC 178
28
04/04/02
122600
4340
CSC 179
28
04/04/02
124300
4400
CSC 180
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: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By:
S M H /bg /rm
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.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date April 5, 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
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL LOAD
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
(pounds)
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(psi)
(psi)
CSC 173
7
03/14/02
105300
3730
3600/28 days
CSC 174
28
1 04/04/02
128200
4540
CSC 175
28
04/04/02
131000
4630
CSC 176
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
N H
Curing: I
Methods: ASTM C -39
Fracture: A n g C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By: 4 �_
SMH /bg /rm
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.
� faRO
�raL�W
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date April 5, 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
PLANT/TRUCK:
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
03/14/02
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL LOAD
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
(pounds)
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(psi)
(psi)
CSC 169
7
03/14/02
106000
3750
3600/28 days
CSC 170
28
04/04/02
137200
4850
CSC 171
28
04/04/02
135500
4790
CSC 172
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
ASTM C
Types of
Fracture: Z
Curing:
Methods: -39
A® B C D
REMARKS:
Technician: Julio Villarreal
FUGRO SOUTH INC.
Reviewed By:
SMH /bg /rm
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