SC-Coppell MSW-LR020408FUGRO 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 8, 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
PLANTITRUCK: 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
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 193
7
03/15/02
81100
2870
3600/28 days
CSC 194
28
04/05/02
112300
3970
CSC 195
28
04/05/02
110500
3910
CSC 196
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 /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.
Clan
■
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 8, 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
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 209
7
03/15/02
92800
3280
3600/28 days
CSC 210
28
04/05/02
114600
4050
CSC 211
28
04/05/02
117000
4140
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 /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 8, 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
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 205
7
03/15/02
100600
3560
3600128 days
CSC 206
28
1 04/05/02
120700
4270
CSC 207
28
04/05/02
122500
4330
CSC 208
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:
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.
As own
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 8, 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
PLANTITRUCK: 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
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 201
7
03/15/02
97400
3450
3600/28 days
CSC 202
28
04/05/02
127100
1 4500
CSC 203
28
04/05/02
125400
4440
CSC 204
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
19
Curing:
I Methods: ASTM C -39
Fracture: q n g C D
REMARKS:
Technician: Dumitru Balas
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.
� f1'sR0
. L ■
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 8, 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 PLANTITRUCK: 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
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 197
7
03/15/02
91300
3230
3600/28 days
CSC 198
28
1 04/05/02
117200
4150
CSC 199
28
04/05/02
120300
4260
CSC 200
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
E Z
Curing:
Methods: ASTM C -39
Fracture: A B C D
REMARKS:
Technician: Dumitru Balas
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