SC-Coppell MSW-LR020508FUGRO SOUTH, INC.
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: May 8, 2002
Project No.: 0701 -2233
SAMPLE DATE: April 4, 2002
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
PLANTITRUCK:
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
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CSC 221
7
4 -11 -02
138900
3910
4000/28 days
CSC 222
28
5 -2 -02
182500
6460
CSC 223
28
5 -2 -02
180400
6380
CSC 224
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
2
Curing:
Methods: ASTM C -39
Fracture: A B C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC
Reviewed By:
SM H /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 Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl