SC-Coppell MSW-LR020426FUGRO 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 26, 2002
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: Apirl 16, 2002 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C - 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Concrete
109527
CONCRETE SUPPLIER:
Hanson
68
PLANTITRUCK:
27/1015
74
MIX ID NUMBER:
9349
8:10
AIR ( %) (ASTM C -231) :
LOAD
8:33
WATER ADDED (gal):
NUMBER
Cloudy
SLUMP (in.) (ASTM C -143) :
4.0
Slab, covered walk way between north Bldg and
Bldg F
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 192
7
4/23/02
142200
5030
4000/28 days
CMS 193
28
5/14/02
CMS 194
28
5/14/02
CMS 195
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Fracture: A® Z D
Curing:
Methods: 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