SC-Coppell MSW-LR020409FUGRO SOUTH, INC.
� IGRO
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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
PROJECT Coppell Middle School West, Coppell, Texas
Report Date April 9, 2002
Project No.: 0701 -2192
SAMPLE DATE: March 28, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
CONCRETE SUPPLIER: Hanson
PLANTITRUCK:
MIX ID NUMBER:
AIR ( %) (ASTM C -231) :
WATER ADDED (gal):
SLUMP (in.) (ASTM C -143) : 5
South sidewalk for Building F
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
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
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 181
8
04/05/02
85600
3030
3600/28 days
CMS 182
28 1
04/25/02
CMS 183
28
04/25/02
Fracture mode is (A) unless otherwise noted
Specifications:
Making &
ASTM C -31
Testing ASTM C -143,
Types of
2
Curing:
I Methods: ASTM C -39
Fracture:
A B g C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed
to be correct.
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