Latter-day-LR 951102Rone Engineers
Geotechnical Consultants
Materials Testing
Concrete Cylinder Test Report
Project
CHURCH OF JESUS CHRIST OF LAI-i'ER-DAY SAINTS
Number
D4251B-100
IDate of Obse~ation
SEPTEMBER 28,1995
IP~chase Order
RTo~ Date
11/02/95
To
JOHN R. HORTON, ARCHITECT
Location
PAVING REPAIR AT ENTRANCE, WALL AT N.W. SIDE OF ENTRANCE TO BLDG & PORTION OF W SIDEWALK
Contractor
W. B. KIBLER CONSTRUCTION
Supplier
TXI
Mix Number
8273
41 467 I 4(~2936
Mix Description
/
Weather Conditions PARTLY CLOUDY
Time Sampled Water Added
3:00 PM 20.0 GALS
Physical Data
ACTUAL
SLUMP (in.) -- 4
ENTRAINED AIR (%) -- 5.8
Ambient Temperature (°F)
86
Concrete Cylinder Test(s)
ACTUAL
No. (Days) (lbs.)
57A 7 10/05/95
57B 28 10/26/95
57C 28 10/26/95
5~7D HOLD HOLD
Compressive
Strength (psi)
Curing Method I Test Method
ASTM C 31I ASTM C 39
Remarks and/or Distribution
90000 3180
133000 4700
121000 4280
SPEC
SPEC
ICencrete Temperature (°F)
9C
Streng
4000
IStandard 6" x 12" I Engineer/Technician
Area 28.27 sq. in.
IFICATIONS
IFICATIONS
th Required (psi)
Distribution: (1) --JOHN R. HORTON
(1) -- W.B. KIBLER CONSTRUCTION
{1) -- BILL FOWl<ES
(1) -- CITY OF COPPELL
L MITATIONS: The teat reeult~ preeented herein wore prepared baaed upon t.he ~gecific..amplee provid.efl, for ta~ttng. We ae~..m.e ne
quality (compmitio~, eppelrm, performance, ate,) or ony othor feature of amdor lubject matter provided by per,one or cone t one
Our le~em ond report~ ore for the exckmive u~e of the client~ to whom they are ~ddrea~.
c:\wpwin\forms\cylinder.rpt-95/kjh
CHUCK RAY
re~por~ibility for variation in
which we hive FIO control.
RoneEngineers
November 2, 1~1~