Latter-day-LR 950331Reno Engineers
Geotechnical Consultants
Materials Testing
--., Ro eEngineers:
Concrete Cylinder Test Report
IPlrchase Order
Rlport Date
Project
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
Number
Date of Observation
03/31/95
D42518-049
FEB. 24, 1995
To
JOHN R. HORTON, ARCHITECT
Location
PAVING - 40'S X 60'E OF NORTHWEST CORNER OF BUILDING
Contractor
W. B. KIBLER CONSTRUCTION
Supplier
TXI
Mix Number
8273
Weather Conditions CLEAR
i Time Sampled I Water Added
8:45 AM I 10.0 GALS
IPlant I Truck
41 467
Mix Description
I-ri, :ket
3z,0868
Distribution:
Curing Method I Test Method
ASTM C 31I ASTM C 39
Remarks and/or Distribution
35A 7 3/03/95 105000
358 28 3/24/95 146000
35C 28 3/24/95 143000
35D HOLD HOLD
ACTUAL
Specimen Age ' Test Date , Tot Load Compressive
No. (Days)I I (lbs.) Strength (psi)
Physical Data
ACT UA L S PE£:I FI CATION S
SLUMP (in.) -- 4 112"
ENTRAINED AIR (%) -- 5.7%
Concrete Cylinder Test(s)
SPE(
Stren
rncrete Temperature (°F)
~8
;IFICATIONS
:h Required (psi)
3710 4000
5160
5060
IStandard 6" x 12" I Engineer/Technician
Area 28.27 sq. in.
KEVIN
(1) --JOHN R. HORTON
(1) -- W.B. KIBLER .CONSTRUCTION
(1) -- BILL FOWKES
(1) -- CITY OF COPPELL
LIMITATIONS: The teet recite preaented herein were ixepired baaed upon the specific eamplee provided for t#flng. We a#ume n
quality (compo~ition, appeirence, performance, etc.] of any othir feetu~e of eimilir eubject matter provided by pereon~ or conditione
Out letter, and reports ~re for the exciueive u~e of the clientl to whom they Ire Iddre#ed.
c:\wpwin\forms\c¥1inder.rpt-95/kjh
TUCKER
= reepor~ibility for virietion in
ever which we have ne control.
March 31, 1995
Ambient69 Temperature (°F) I C(i