Latter-day-LR 950331 (2)Rone Engineers
Geotechnical Consultants
Materials Testing
Ro eEngineers ·
Concrete Cylinder Test Report
Project
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
Number
IPlrchase Order
Rl art Date
D4251B-050
IDate of Observation
FEB. 24,1995
To
JOHN R. HORTON, ARCHITECT
Location
PAVING - 70'W X 40'N OF SOUTHWEST CORNER OF BUILDING
Contractor
W. B. KIBLER CONSTRUCTION
SupplierTXl IPlant41 ITM455 ITi'3~
Mix Description
Mix Number
8273
Weather Conditions CLEAR
Time Sampled I Water Added
9:25 AM I 0.0 GALS
Physical Data
Ambient69 Temperature (°F)
03/31/95
;ket
O934
~ncrete Temperature {°F)
'0
ACTUAL S PE(: :1 FICATION S
SLUMP (in.) -- 4 1/4"
ENTRAINED AIR (%) -- 5.3%
Concrete Cylinder Test(s)
ACTUAL S PE(::I FI CATION S
Stren
Specimen I Age ITestDatel TotLoad I Compressive
No. (Days) (lbs.) Strength (psi)
36A 7 3/03/95 115000
36B 28 3/24/95 141000
36C 28 3/24/95 148000
36D HOLD HOLD
Curing Method I Test Method
ASTM C 31I ASTM C 39
Remarks and/or Distribution
Standard 6" x 12" I
Area 28.27 sq. in.
I
Distribution: (1) --JOHN R. HORTON
(1) -- W.B. KIBLER CONSTRUCTION
(1) -- BILL FOWKES
(1) -- CITY OF COPPELL
4070 4000
4990
5230
Engineer/Technician KEVIN
th Required (psi)
LIMITATIONS: The te~t r#ult~ prelented herein ware prepared baaed upa1 the specific lample~ provided for t#ting. Wa a#ume r~
quality (compoakion0 appeerance, performance, etc.) or any other feature of limilar lubject metier provided by perlon~ or conditiorm
Our latterl and reporta are for the exclwive use of the clienta to whom they era addresled.
rUCKER
retpor~ibility f~r verialion in