SC-Coppell ABA-LR001003FUGRO SOUTH, INC.
a m
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 3, 2000
PROJECT: Coppell ISD Administration Building, Coppell, Texas Project No.: 0700 -2189
SAM PLE DATE: August 31, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
3111575
CONCRETE SUPPLIER:
LMC
94
PLANT/TRUCK:
3/1096
90
MIX ID NUMBER:
110820
9:20
AIR ( %) (ASTM C -231) :
LOAD
9:45
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
5
Floor slab, 5 feet east, 10 feet south from northwest corner
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)
CAC 27
7
09/07/00
68700
2430
3000/28 days
CAC 28
28
09/28/00
88900
3140
CAC 29
28
09/28/00
87200
3080
CAC 30
Hold
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C
Fracture mode is (A) unless otherwise noted
Types of
®
-39
Fracture: A B C D
REMARKS:
Technician: Zia Masumi
FUGRO SOUTH INC.
Reviewed By:
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim 'Schooler
City of Coppell — Larry Davis.,-
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore