SC-Coppell MSW-LR020425FUGRO 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 April 25, 2002
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: April 16, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
109523 CONCRETE SUPPLIER:
Hanson
67
PLANT/TRIJCK:
27/1827
74
MIX ID NUMBER:
9349
CYLINDER
AIR ( %) (ASTM C -231)
DATE
LOAD
WATER ADDED (gal):
STRENGTH
7:35
SLUMP (in.) (ASTM C -143) :
4.0
Slab,
covered walkway between Buildings F and B, north 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 188
7
4/23/02
132300
4680
4000/28 days
CMS 189
28
5/14/02
CMS 190
28
5/14/02
CMS 191
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Fracture: A® D
Curing:
Mefhods: ASTM C -39
B C
REMARKS:
Technician: Justin Schleizer
FUGRO SOUTH INC.
Reviewed By:
SMH /sv
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