SC-Coppell MSW-LR011031FUGRO 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 October 31, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 - 2192
SAMPLE DATE: October 4, 2001
CONTRACTOR:
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: Kitchen slab
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 50
7
10 -11 -01
122500
4330
3000/28 days
CMS 51
28
11 -01 -01
160400
5670
CMS 52
28
11 -01 -01
162100
5730
CMS 53
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
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: Shawn Wood
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