SC-Coppell MSW-LR020416FUGRO SOUTH, INC.
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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
PROJECT Coppell Middle School West, Coppell, Texas
Report Date April 16, 2002
Project No.: 0701 -2192
SAMPLE DATE: April 5, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
109404
CONCRETE SUPPLIER:
Hanson
70
PLANTITRUCK:
27/108
74
MIX ID NUMBER:
9351
10:18
AIR ( %) (ASTM C -231) :
LOAD
11:15
WATER ADDED (gal):
3
P. Cloudy
SLUMP (in .) (ASTM C -143) :
5.5
Sidewalk, north
side of Building F, sampled at 10 feet north, 10 feet
west of northeast
building corner
4/12/02
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 184
7
4/12/02
103100
3650
3600/28 days
CMS 185
28
5/3/02
CMS 186
28
5/3/02
CMS 187
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
I Types of
Z
Curing:
Methods: ASTM C -39
Fracture: A® BE C D
REMARKS:
Technician: Jose Rivera
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