14417LAB. NO.
SAMPLE NO,
75991
46
75992
47
45.9
e 5994
75 5
SPECIFIED STRENGTH .
MIX
RAND OF
e CEMENT
RINW AGGREGATE
OQARSE AGGREGATE
SLUMP IN INS.
GALS. (WATER TO SACK
WATCH
ADMIXTURE
.
3000. psi
not given
not given
not given
not
5.0" gven5
nOt give=
not given
in 28 de.,yB
-..-
- 0 � r
5.0"
�mm�
® o�.
° 81
_ _
®��® ®��
� -� ® ® ®m
5,0"
—
® �am� ®am��
"
...
5.0"
®m ®' m a
>
CQNDITION. OF CYLINDER
DIA.OF CYLINDER
AREA IN SQ. INS.
TOTAL LOAD IN LBS.
UNIT LOAD PER SQ. IN.
M17wOF CYLINDER, LBSo
A
AGE OF SPECIMEN
TYPE" OF BREAK
CYLINDER RECEIVED
CURING FIELD
LAB•
good
g rr
6.0"
28.27
49, 000
1 ,733
27. ®
..,l��� days
#3 y
�- 2
1
lab a cured
INFORMATION
good
6.0"
28.27
74 5
2 , 635
27.1.
7 days
12/27/72
at 73.L.
FUIN
good
w6p09fl
28 .27
103,500
3,661
�� 2
days
11
®� - ®
®7
_ -3 F
12 26
9 B ^
1� 2 3/73i/2/73
BY LAB.
good
6.0➢
28.27
106,00C
� � 7�0�
26 8 ,
days
11
1 ® "
Humidity
5
122/ (2
good
6.0
28 27
105
, �32
� 26.7
28 days
#1
1-27-72
99%
7 -...___
1226/ (
1/2 L
2
CYLINDER MADE
3 DA1(- TESTED
7 DAY - TESTED
28 DAY - TESTED
12/26/72
12/29/72
12/26/72
1/2/73
REPORT OF TESTS OF CONCRETE CYLINDERS
CLIENT. Nelacar Corp. & R.L. Developers Inc. 2023
CONTRACTOR
PROJECT
LOCATION
REPORTED TO
W NGERTER LAB RATOARI
Engineer's Laboratory �
8 r'Y R Inspection Ser 'vice -.
1820 N.E. 144th Street
,P.0..DR WERw "L ,,North Miami, Florida 33161
Metro
Nelacar Corp. 1 0222.1
Apt. Bldg., 9020 NE th Ave., Miami, Fla. ORDER No.
2nd ,floor slab 3 bays north to south, 2 bays west t° east
Nelacar Corp, & R.L. Developers Inc. 881 Ocean Dr. Ke =isoa.
Y y'nq, Fla.
COPIEs ISSUED TO REMAIa
2- Nelacar Corp. & R.L. Dev.InoFoRM
1 - R.F.Cook,Dir.Bldg. &Zoning
1 - Wm.Bradford, Bldg.Insp.
WEATHE
CONCRET"
TEST c :,, MADE AT 11 :05AM FROM 2 YD.
TICKET .. 110 - 221 7 9 TRICK NO.
182
10
Concrete . Temp:
Air Temp:
MR CONTENT
o r. ,y,rH REQUIREMENT - Comp1 es ; n 28 days
FUfiNISHED BY our insp. TDW
DITION cloudy
RNISHED BY Lehigh
CUBIC YARD TIME BATCHED 10:15AM
ATO ' I S, INC
NG
WINGE
R ABO
REPORT No
N.Miami plant
W.G. ICKS,P.E.
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND 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 APPROVAL.
CONt
SN6AN
5
Nelacar C
i,isibUltATORIES, INC.
Engineer's Laboratory end Inspection Service
1820 N.E. 144th Street
p. d.DRAWEBOir'L "North Miami, Florida 33161
REPORT OF TESTS OF CONCRETE CYLINDERS
CLIENT . t
Tnn
CONTRACTOR Nela rcar Cor - • •
PROJECT A•t. Bldg •0 0 �L •
LOCATION
•
REPORTED TO Nelarcar Cor
k.AB. NO.
SAMPLE NO.
not giv
not giv
in
n—
n
n
n-
6.0"
76468
58
SPECIFIED STRENGTH
MIX
BRAND OF CEMENT
FINE AGGREGATE
COARSE AGGREGATE
BLUMM! IN INS.
041.$. WATER TO SACK
BATCH
ADMIXTURE
CONDII,TIO,N. OF CYLINDER
DIA. OF CYLINDER
AIWA IN SQ. INS.
TOTAI. LOAD IN LBS.
UNIT LOAD PER SQ. IN.
WT., OF CYLINDER, LBS.
AGE OF SPECIMEN
TYPE` OF BREAK
C.Y.L;RNDER RECEIVED
CURING FIELD
LAB.
6o w
CYLINDER MADE
3 DAV- TESTED
T DAY- TESTED
28 DAY- TESTED
COPIES ISSUED TO
2- Nelarcar Corp,&
R.L. Dev. Inc.
1- R . F .Cook,Dir,Bldg, &Zoni
l- W m.Bradford,Bldg,Insp,
76469
59
INFORMATION FURNISHED BY LAB.
good go. d.
It
�0 �6a6P
28,27 28 27
82,500 105,500
2018 3,732
26.7 26.7
7 days 28 days
#2 #1
12 / 2 9/7 . 12/29/7
O + O
at 73. —3
12/28/7
1/4/73
TEST CY L y .
Concrete Temp:
Air Temp:
good gd
6 .0Le 60oe1
28 x 2 7 28.27
1049500 106,000
3,696 3,750
26,8 2606
28 days 28 days
#1 #1
12/29/7 12/29/72
. Humldit 99%
REMAP rr N TH REQUIREMENT e omp1 e in 28 days
INFOR) aaa FURNISHED BY our insp. MA /supt.
WEATH1. ONDITION
CONCRF € 1.!RNISHED BY
clear
Lehigh
Downtown planit
MADE A 2:10PM FROM 3
TICKS°,' ... ? 1 -19 9
TRUCK NO. _a55
10 CUBIC YAR TIME BATCHED 1 :
AIR CONTENT NG
WINCE' . R ABO-ATO
03848 1/25/73t
0 -379 1 / 4 /7 2 fc
Bldg. Permit No. 14417
Metro
REPORT NV- -24
ORDER No.1II 22 7 4R31 i
.HICKS,P.F,
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED
A
S THE CONFIDENTIAL PROPERTY OFCLIENTS AND .
LUSION
C S OR EXTRACTS FROM OR REGARQIN(",s TS IS hTE S N FOR PUBLICATION OF STATEMENTS, dc'1
COPT
CRVED PENDING OUR WRITTEN APPROVAL.
CONE $I FAM
4
sew.
YD.
A. A. SAKHNOVSKY
CONSTRUCTION RESEARCH LABORATORY
P. 0. BOX 983 MIAMI (KENDALL) • FLORIDA 33156 • (305) 238.9227
(305) 238.7721
Jan ur..
Mr. 4'.aitE
lake a hor; It " .,(e "r + I •
Erie,
The a.',. ov�°
eqt i'pmtr.
• s1 k Lin r`7onal re•g 1.'rds.
v
or 1] laminated Barker Section
Dar
a "!?i. i5 'Lo :("11 t -r trhr' results of a high velocity wind test
condncte' ( : ' ' x 12" segment of a Model 11 Marker with two
parallel x,n,J of plastic enclosed lights (22" x 1 3/16 ") arranges'
in two alit l .c. o at 2" 0. C , vertically and 3 - ,3/8" horizontally.
The c ten , s on thc lights locked into a plastic bexel
�attact` 'o o ` :. ; nhee a steel marker with two sheet metal screws.
The ;mar - m nt tir ,n r t "e jected to winds from a high pr €ssure
blower. o.i *y. .� " "'J . ;charge as follows:
l to face of the marker
1 ;` ; t P ,ral.lcl to face of the marker
ETH to face of the marker.
Ea&L wind ooe ncld for one minute with no evidenc
vi b... :Aion or ics^ enino ;.
Very
loei,t > is the maximum attainable) with our
cc: i. . ar;morZ , city of Fort Iaud €rdale Building Dept.
f11,IrF1'1 ernwag,ON.
REPORTS °ERTAi N TO
'tFSTED ONLY. INFORMATION CONTAINED HEREIN r IS NOT TO. -BE -R
RECEIVED
JAN 311973
HAROLD E WAGONER
7520 RED ROAD, SUITE N
JAMES OWEN POWER PE
TELEPHONE (305) 665-6964 LAWRENCE J. ESSMAN PE
January 22, 1973
Miami Shores Presbyterian Church Bell Tower
Inspection Report No. 7.
January 15 1973 - Inspector x. Albert Castellon
inspected wall reinforcement fr n elevation +40' -0" to elevation +50 At one o the
wall intersections_ where a 2'-d" lap in the horizontal steel is shown on the plans the lap
had been omitted. The Superintendent on the fob was told to provide corner 'bars of the
same size and spacing as the horizontal steel. Also at two of the walls `thel s teel. had Trot
been correctly centered and the Superintendent was told to do so before pouring. Other-
wise all remaining steel had been properly sized and placed and permission was given to
p
Albert Castellon
cc: 2- Harold E. Wagoner, FAIA & Assoc. and original of inspection Report No.
1- Building Inspector -Miami Shores Village
1 -Stobs Bros. Construction Co.
AC: rap
JAMES OWEN POWER
CONSULTING ENGINEER
SO. MIAMI. FLA. 33143