Latter-day-LR 950518Reno Engineers
Geotechnical Consultants
Materials Testing
^ R°neEn ineers
Concrete Cylinder Test Report
Project
CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS
Number
D4251 B-064
IDate of Observation
APRIL 14, 1995
To
JOHN R. HORTON, ARCHITECT
Location
PIERS - SOUTH PERIMETER WALL (9 THRU 17)
Contractor
W. B. KIBLER CONSTRUCTION
Pulchase Order
Relort Date
05/18/95
jTruck
N/A
Supplier Plant
TXI 31
Mix Number Mix Description
8273
Weather Conditions CLEAR Ambient Temperature (°F)
78
Time Sampled I Water Added
12:15 PM I 0.0 GALS
Physical Data
ACTUAL SPEC
SLUMP (in.) -- 4 1/2 '.
Concrete Cylinder Test(s)
ACTUAL SPEC
Specimen Age
No. (Days)
TestDatel TotLoadI Compressive
(lbs.) Strength (psi)
43A 7 4/21/95 109500 3870
43B 28 5/12/95 128000 4530
43C 28 5/12/95 127000 4490
43D HOLD HOLD
4OOO
Streng
Curing Method I Test Method
ASTM C 31I ASTM C 39
Remarks and/or Distribution
IStandard 6" x 12"
Area 28.27 sq. in.
Engineer/Technician
BOBB~
Distribution: (1) --JOHN R. HORTON
(1) -- W.B. KIBLER CONSTRUCTION
(1) -- BILL FOWKES
(1) -- CITY OF COPPELL
LIMITATIONS: The test iruuItl pre,anted herein well prepared based upon the specific sample~ provided for te~ting. Wa ~e ne
quality (c~p~tion. ip~ce, ~d~mlnce, etc.} or ~y ot~r feature of similar subject matter prov~ by ~rse~ or co~itio~
O~ le~erl a~ reports Ire for t~ excl~ive ~ of t~ clients to whom t~y ire ~dr~.
c:\wpwin\forms\cylinder.rpt-95/kjh
I C;ncrete Temperature (°F)
3
IFICATIONS
IFICATIONS
th Required (psi)
RAY
ree;or~ibility for variation in
vet which we have no control.
May 18, 1995