SC-Coppell MSW-LR020315FUGRO SOUTH, INC.
COMM Ban
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: March 15, 2002
Project No.: 0701 -2233
SAMPLE DATE: March 6, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
119584
CONCRETE SUPPLIER:
Hanson
68
PLANT/TRUCK:
27/2041
61
MIX ID NUMBER:
9351
10:30
AIR ( %) (ASTM C -231) :
5.1
11:10
WATER ADDED (gal):
10
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5 -1/2
South parking lot,
20 feet north by 40 feet east of southwest curb
corner of parking lot
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 165
7
03/13/02
92400
3270
4000/28 days
CSC 166
28
04/03/02
CSC 167
28
04/03/02
CSC 168
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: Hector Salazar
FUGRO SOUTH INC.
Reviewed By:
SMH /bg Ar
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: March 15, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas Project No.: 0701 -2233
SAMPLE DATE: March 6, 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.
119580
CONCRETE SUPPLIER:
Hanson
56
PLANT/TRUCK:
27/0711
60
MIX ID NUMBER:
9351
10:10 a.m.
AIR ( %) (ASTM C -231) :
4.2
10:45 a.m.
WATER ADDED (gal):
10
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
6.0
South parking lot, approx. 200 feet south of northwest curb corner
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 161
7
03/13/02
96900
3430
4000/28 days
CSC 162
28
04/03/02
CSC 163
28
04/03/02
CSC 164
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C
Types of
Fracture: n Z
I
-39
A B® C D
REMARKS:
Technician: Hector Salazar
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.
iN son
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: March 15, 2002
Project No.: 0701 -2233
SAMPLE DATE: March 6, 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
119562
CONCRETE SUPPLIER:
Hanson
48
PLANT/TRUCK:
27/1806
59
MIX ID NUMBER:
935
8:20 a.m.
AIR ( %) (ASTM C -231) :
5.2
8:45 a.m.
WATER ADDED (gal):
0
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
South parking lot, 40 feet south x 20 feet east of
parking lot curt corner
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 157
7
03/13/02
98700
3491
4000/28 days
CSC 158
28
04/03/02
CSC 159
28
04/03/02
CSC 160
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C
Types of
Fracture: Z
I
-39
A B® C D
REMARKS:
Technician: Hector Salazar
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.
iGnu
■ ■�
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 March 15, 2002
Project No.: 0701 -2233
SAMPLE DATE: March 6, 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.
119548
CONCRETE SUPPLIER:
Hanson
46
PLANT/TRUCK:
27/2041
57
MIX ID NUMBER:
9351
6:50
AIR ( %) (ASTM C -231) :
4.4
7:30
WATER ADDED (gal):
10
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5 -1/2
Approach entering
south parking lot on southwest entrance
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 153
7
03/13/02
84800
3000
4000/28 days
CSC 154
28
04/03/02
CSC 155
28
04/03/02
CSC 156
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 Z D
REMARKS:
Technician: Hector Salazar
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.
Biwa
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 15, 2002
PROJECT: Coppell ISD Service Center, Coppell, Texas Project No.: 0701 -2233
SAMPLE DATE: March 6, 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.
119534
CONCRETE SUPPLIER:
Hanson
44
PLANT/TRUCK:
27/1015
56
MIX ID NUMBER:
9351
5:10
AIR ( %) (ASTM C -231) :
5.0
5:45
WATER ADDED (gal):
5.0
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
Approx. 135 feet east of northwest curb at corner
of north parking lot
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 149
7
03/13/02
107200
3790
4000/28 days
CSC 150
28
04/03/02
CSC 151
28
04/03/02
CSC 152
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: Hector Salazar
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.
�
�
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: March 15, 2002
Project No.: 0701 -2233
SAMPLE DATE: March 6, 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.
119528
CONCRETE SUPPLIER:
Hanson
44
PLANT/TRUCK:
27/041
56
MIX ID NUMBER:
9351
4:35
AIR ( % ) (ASTM C -231) :
4.2
5:10
WATER ADDED (gal):
10
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5 -1/2
Approach at 50
feet east of northwest curb corner of north parking lot
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 145
7
03/13/02
106400
3760
4000/28 days
CSC 146
28
04/03/02
CSC 147
28
04/03/02
CSC 148
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
0 Z
Curing:
Methods: ASTM C -39
Fracture: A n B C D
REMARKS:
Technician: Hector Salazar
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 Lilijedahl
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: CoppeIIISD
PROJECT: Coppell ISD Service Center, Coppell, Texas
Report Date: March 15, 2002
Project No.: 0701 -2233
SAMPLE DATE: March 6, 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
119518
CONCRETE SUPPLIER:
Hanson
44
PLANT/TRUCK:
27/648
53
MIX ID NUMBER:
9351
3:30
AIR ( %) (ASTM C -231) :
4.0
4:00
WATER ADDED (gal):
5
Partly Cloudy
SLUMP (in.) (ASTM C -143) :
5.0
Approach at north parking lot onwest end of parking lot
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 141
7
03/13/02
99100
3510
4000/28 days
CSC 142
28
04/03/02
CSC 143
28
04/03/02
CSC 144
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 n B® C D
REMARKS:
Technician: Hector Salazar
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