0-19626 And 0-14625LAB. NO. 1
17454 1
17455 1
1 1
1 7 4 57 1
17458
II pe:it.,...4:, 1
*,..-.'. , 4'•:". a
.. - • -
7-_0IFIED STRENGTH .
. 4 p
psi in 8
8 days
3.0" 3
3.0"
4. 4.•
l i .. ;;;:r`V' . 4 : .• t • .'"' - — ' - . t
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111
COPIES ISSUED TO.
& Zoning
WINGERTER- LABORATORIES,
Engineer's laboratory and !rape :lion Service
182 N.E. 144th Street
Drawer L ;_ North Miami,, Florida 33161
REPORT OF TESTS OF CONCRETE CYLINDERS
Stabs Bros. Constr. Com•an
CLIENT
CONTRACTOR Stabs Bros. Constr. Com any
PROJECT Steeple for Church @ NE th Ave . & 96
-LOCATION Walls from 69 to 78'
REPORTED TO Stabs Bros. Constr. Company, 7010 NE 4th Ct.
INC.
• REMARKS: STRENGTH REQUIREMENT c' - nmrl 1 acz
INFORMATION FURNISHED BY Our insteCt
1 - Stobbs Bros. Constr.Company WEATHER CONDITION cloud
2- H.E.Wagnor
1 -Mr. WmBradford,.Bldg. Snsp. CONCRETE FURNISH BY
MPS
Turnpike • 1 -James 0.Power,Eng. 1 pm
TEST CYLINDERS MADE AT
1- Mr.Robert F..Cook,Dir.Bldg
10' Gals. water added before/ AIR CONTENT
8 after test per ins tru b s
Foreman Air Temp;
Air Temp:
TICKET NO. H-39109
. 10 CUBIC YARD
ng
0 -19626 4, 'c
10 -14625 : zh
BIdsk. Permit No.
REPORT No.
ORDER No. 3058.6 6, , ) ,
St. Miami•.Shores, via.
Miami
Fla. 33138
i n 7R . r7 � ya
Rh from Foreman
Plant
' FROM. YD.
TRUCK NO. 734.
TIME BATCHED '. 7•:50
GERTE ABO TORIES,
am
W.G.`ICKS,P.E.
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC ANIS OURSELVES, ALL REPORTS ARE SUBMITTED
AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,
CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN y A1.�
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