SC-Coppell MSW-LR011019FUGRO SOUTH, INC.
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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 Report Date October 19, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: October 4, 2001
CONTRACTOR: K.S. Sparks
Standard 6" x 12 ", 28.27 square inches
TICKET NO.:
CONCRETE SUPPLIER:
AMBIENT TEMP. (°F):
PLANT/TRUCK:
CONCRETE TEMP. ( °F) (ASTM C- 1064)
MIX ID NUMBER:
TIME BATCHED:
AIR ( % ) (ASTM C -231) :
TIME SAMPLED:
WATER ADDED (gal):
WEATHER CONDITION:
SLUMP (in.) (ASTM C-143):
LOCATION OF PLACEMENT: Sidewalk north
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CMS 47
7
10 -11 -01
78700
2780
3000/28 days
CMS 48
28
11 -01 -01
CMS 49
28
11 -01 -01
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode is (A) unless otherwise noted
Types of
Fracture: A® B C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Technician
SMH /bg
Distribution
Shawn Wood
FUGRO SOUTH INC.
Reviewed By:
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