SC-Coppell MSN-LR 980220FUGRO- McCLELLAND (SOUTHWEST), INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: February 20, 1998
PROJECT Coppell Elementary School #10, Coppell, Texas Project No .: 0771 -2089
SAMPLE DATE: January 22, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C - 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K.A Sparks
547153
CONCRETE SUPPLIER:
Pioneer
43
PLANTITRUCK:
60
MIX ID NUMBER:
9337
11:40 a.m
AIR ( %) (ASTM C -231) :
CYLINDER
12:25 a.m
WATER ADDED (gal):
0
Partly cloudy
SLUMP (in.) (ASTM C -143) :
5
Compressor pad at northwest corner of building
TESTED
REMARKS:
Technician: Skip Martin/ Roosevelt Webber FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B /
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(Psi)
CES 235
7
1/29/98
125000
4421
3000/28 days
CES 236
28
2119/98
157000
5553
CES 237
28
2/19/98
160000
5659
CES 238
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
! Making &
ASTM C -31
! Testing ASTM C -143, ! Types of
Z
Curing:
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Skip Martin/ Roosevelt Webber FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B /
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore