SC-Coppell MSW-LR020415FUGRO 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
PROJECT Coppell ISD Service Center, Coppell, Texas
Report Date April 15, 2002
Project No.: 0701 -2233
SAMPLE DATE: April 4, 2002 J
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
109333
CONCRETE SUPPLIER:
Hanson
56
PLANT/TRUCK:
27/648
66
MIX ID NUMBER:
9349
1:30
AIR ( %) (ASTM C -231) :
-
2:15
WATER ADDED (gal):
10
Overcast
SLUMP (in.) (ASTM C -143) :
4.0
Remote Dock
at at southwest corner of dock of plan north
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)
CSC 221
7
4 -11 -02
138900
3910
4000/28 days
CSC 222
28
5 -2 -02
CSC 223
28
5 -2 -02
CSC 224
Hold
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode is (A) unless otherwise noted
Types of
Fracture: A® B® C D
REMARKS:
Technician:
Bob Shea
FUGRO SOUTH INC.
Reviewed By:
SMH /bg
Distribution
K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 462 -9320)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbelt'
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl