SC-Coppell MSW-LR020827FUGRO SOUTH, INC.
:S& 1111300
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: August 27, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project NO.: 0701 -2192
SAMPLE DATE: August 14, 2002 I
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group Inc.
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR ( %) ( ASTM C -231)
WATER ADDED (gal):
SLUMP (in.) (ASTM C -143)
Sidewalk on west end of building
TXI
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 269
7
8/21/02
102050
3610
4000/28 days
CMS 270
28
9/11/02
CMS 271
28
9/11/02
CMS 272
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
C
Types of
Fracture: E
Curing:
Methods: ASTM -39
AN B® C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Technician: Julio Villarreal
FUGRO SOUTH INC.
R i awed By:
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Sch ler
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 Lilljedahi
TXI