SC-Coppell MSW-LR011021FUGRO 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 21, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
SAMPLE DATE: October 4, 2001
CONTRACTOR: K.S. Sparks
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
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Technician
SMH /rm
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
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 47
7
10 -11 -01
78700
2780
3000/28 days
CMS 48
28
11 -01 -01
113400
4010
CMS 49
28
11 -01 -01
110600
3910
Fracture mode is (A) unless otherwise noted
Specifications:
Making &
ASTM C -31
Testing ASTM C -143,
Types of
11
Curing:
Methods: ASTM C -39
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 /rm
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