SC-Coppell MSW-LR010928FUGRO SOUTH, INC.
Cann
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o K A Sparks Report Date: September 28, 2001
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701 -2192
SAMPLE DATE: September 18, 2001
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
933708 CONCRETE SUPPLIER: Hanson
72 PLANTITRUCK: 27/648
84 MIX ID NUMBER: 9351
3:40 am AIR ( %) ( ASTM C -231) : 5.5
4:00 am WATER ADDED (gal): 5
Dark SLUMP (in.) (ASTM C -143) : 53/4
Paving: Driveway between the school & stadium, sampled at 20 feet
south of concession stand building
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)
CMS 5
7
09/25/01
118900
4210
3600/28 days
CMS 6
28
10/16/01
CMS 7
28
10/16/01
CMS 8
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Fracture: A®
Curing:
Methods: ASTM C -39
B® C D
REMARKS: 400 PSI Used.
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By:
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
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.
� GRiD
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD, c/o K A Sparks Report Date September 28, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: September 18, 2001
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C - 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
933728
CONCRETE SUPPLIER:
Hanson
75
PLANT/TRUCK:
271924
86
MIX ID NUMBER:
9351
6:24 am
AIR ( % ) (ASTM C -231) :
5.0
7:00 am
WATER ADDED (gal):
10
Partly cloudy SLUMP (in.) (ASTM C -143) :
51/4
Paving:
Driveway between school & stadium, sampled at 50 feet
south of
Wrongler Road
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)
CMS 13
7
09/25/01
125300
4430
3600/28 days
CMS 14
28
10/16/01
CMS 15
28
10/16/01
CMS 16
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
ASTM C
Types of
Fracture: A® z
Curing:
Methods: -39
B® C D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By: 4==77
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
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, c/o K A Sparks Report Date: September 28, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: September 18, 2001
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
933715
CONCRETE SUPPLIER:
Hanson
73
PLANT/TRUCK:
27/648
84
MIX ID NUMBER:
9351
4:35 am
AIR ( % ) (ASTM C -231) :
5.0
5:20 am
WATER ADDED (gal):
10
Dark
SLUMP (in .) (ASTM C -143) :
43/4
Paving:
Driveway between school & stadium, sampled at 200 feet
north of concession stand building
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)
CMS 9
7
09/25/01
117300
4150
3600/28 days
CMS 10
28
10/16/01
CMS 11
28
10/16/01
CMS 12
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
& ASTM C -31
® ® Z
Curing:
Methods: ASTM C -39
Fracture: A B C D
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH INC.
Reviewed By:
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl