14694 (5)LAB. NO.
SAMPLE NO.
30097
84
30098
65
30099
86
30100
87
30101
88
�[+�
<
4.
q
come
";
45.
..s
►
SPECIFIED STRENGTH
MIX
BRAND OF CEMENT
FINE AGGREGATE
COARSE AGGREGATE
4,000
not give
not give
not give
not give
psi in
- - - -
- - - -
— — — —
. - - - -
8 days
SLUMP IN INS.
4 : 5 „
4.5 ,,
4
4.5,t
4.5"
SACK
GALS. WATER TO
A.`.,.
BATCH
not give
- - -
ADMIXTURE
not give
a. D.
:
INFORMATION
FURNISHED
BY LAB.
s
CONDITION OF CYLINDER
good
good
good
good
goad
s
04 E 544E4
DIA.OF CYLINDER
f 6
6.o„
6.0"
6.0'
6.0"
C
AREA IN SQ. INS.
` 23.27
28.27
28.27
28.27
28.27
TOTAL LOAD IN LBS.
71,000 96,000
114, 000
115,000
118,006
UNIT LOAD PER SQ. IN.
2,511 3,396
4,032
4
4,174
WT. OF CYLINDER, LBS.
26.2 26.1
26.7
26.5
26.8
AGE OF SPECIMEN
3 days 7 days
28 days
28 days
28 days
TYPE OF BREAK
7r2 #2
#1
#1
#1
....
CYLINDER RECEIVED
5 - -73 5 -17 -73
5 -17 -73
5 -17 -73
5 -17 -73
SH EAR
FIELD
CURING
° F.
LAB.
Lab. cured @ 73.4
- 3
Humidit
99%
- -�
! �
fiA
-
CYLINDER MADE
5 - -73 5 - -73
5 -15 -73
5 -15 -73
5 -15 -73
3 DAY - TESTED
7 DAY - TESTED
5 -18 -73
5 -22 -73
:, �.
28 DAY-TESTED
6 -12 -73
6-12-73
6 -1 -73
'
CLIENT
CONTRACTOR
PROJECT
LOCATION
Stobs Bros. Constr. Company
Stobs Bros. CQnstructi on Comp =
Stec-pie for Church N.E. 96 St. & 6 '` . Ni ?rn Sores
j,1 -.7 r 1
REPORTED TO Stobs Bros. Constr. Co..7010 NE 4
COPIES ISSUED TO
1-Stobs Bros.Constr.Company
2- H.E.Wagnor
1 -Mr. Wm. Bradf ord, Bldg..Insp.
1 -James O.Power,Eng.
1- Mr.Robert F.Cook,Dir.Bldg.
& Zoning
WINGERTER LABORATORIES,
Engineer's Laboratory and Inspection Service
1820 N.E. 144th Street
P.C. Box 155, North Miami, Florida 33161
REPORT OF TESTS OF CONCRETE CYLINDERS
n
Air Tc.tap.
REMARKS: STRENGTH REQUIREMENT complies in 28 days
Our inspector D,K.
Cloudy
N.P.S.
Turnpike Plant
INFORMATION FURNISHED BY
WEATHER CONDITION
CONCRETE FURNISHED BY
TEST CYLINDERS MADE AT
TICKET NO. H40905
10
AIR CONTENT
Concrete Temp, ng
CUBIC YARD
not given
ng
Court, Miami,
WING
INC.
0- 29305 6 -12 -73 zh
0- 25480 5 -22 -73 11
Brag. Permit No 14694
Fla. 331
8 :40 A.M. FROM
Miami Shores
REPORT No 35 -37
ORDER No 3058.61(2065)
2
738
R LA'yC RAT 4 4! ES, INC.
SPl.
W.G. Hicks,
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED &4,1
AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,
CONCLUSIONS OP. EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
YD.
TRUCK NO.
TIME BATCHED 7 :35 •N.
LA 3. N :.
SAMPLE NO
3
' 84 •
30098
8 5
A !(l
tort
SPECIFIED STRENGTH
MIX ' D.
BRAN OF CEMENT
FINE AGGREGATE
COARSE AGGREGATE.
SLUMP IN INS.
4,,000.
not. give
not give
not -.give
not givea
4 :. 5 "
psi in
2 - - -; -
1 — . _ —
z - - - -
- -- - -
4i5"
8 days
•
SACK
.
GALS WATER TO
BATCH
-
not give.a.
- - ... -
-
ADMIXTURE
not give_a
-- -- - - .
.
CONDITION. OF CYLINDER
'good
INFORMATION
good
FURNISHED
BY LAB.
DIA.OF CYLINDER
6.0" '
6.0"
AREA IN SQ. INS.
28.27
•
28.27
'
--
iDN6
ism
TOTAL L IN LBS.
71,000
96,000
v� �
UNIT LOAD PER -SQ. IN.
2,51,1
3,396
® i ► o
WT. OF CYLINDER, LBS.
AG =E ;OF SPECIMEN
26.2
3 days
y
26.1
days
7 d
® .,
°`L `
de • y . •
TYPE OF. BREAK
#2
#2
. ,n , :
� • -�
CYLINDER :RECEIVED
.5 1 7 - 73 ,
5- 17 -7
• FIELD
CURING LAB..
Lab. cured'
@ .73.
° + 3 °F.
Hunu dity
99%
CYLINDER MADE
5 -15 -73
. 5 -15-73
3 DAY-TESTED.,
7 DAY- TESTED
5 -18 -73
5 -22 -73
28 DAY- TESTED
CLIENT CONTRACTOR
PROJECT
LOCATION
REPORTED TO
Stobs . Bros. Constr. Company
Stobs Bras. CQnStD.ucti can �orap y
Ste - _' ! 1' Q • C • S, - . Ol i ! Y -
• --
Stobs Eros Constr. Co.7010. NE 1+ Court, Miami, Fla. 33138
COPIES . ISSUED TO
1-Stobs Bros.Constr.Company
2 -H. E. Wagnor
1- Mr.Wm. Bradf ord , Bldg. Insp.
1 -James O.Power,Eng.
1- Mr.Robert F.Cook,Dir.Bldg.
& Zoning
WINOERTER LABORATORIES, INC
Engineer's Laboratory and Inspection Service
1820 N.E. 144th Street
P.C. Box 155, North Miami, Florida 33161
REPORT OF TESTS OF CONCRETE CYLINDERS
REMARKS; STRENGTH REQUIREMENT`
INFORMATION FURNISHED BY 0 r inspector D,K.
Cloudy
M.P.S.
Turnpike Plant
WEATHER CONDITION
CONCRETE FURNISHED BY
TEST CYLINDI: RS MADE AT 8 :40 • FROM 2
TRUCK NO. 73
• 10 TIME BATCHED 7 :35 .M.:
TICKET NO. R4
AIR CONTENT
Conetete Temp.
Air Temp.
Y•
CUBIC YARD
not given
1
0 -25480 5 -22 -73 11
Bldg. Permit No.
REPORTNa.
ORDER No 3058.61(2065)
WING T R LAAT• `IES, INC.
W.G. Hicks, P1172,
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED eA1
AS THE CONFIDENTIAL. PROP.ERTY OF. CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,
CONCLUSIONS OP. EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
R:
YD.
7520 RED ROAD, SUITE N
TELEPHONE (305) 665 -6964
May 15 1973
Miami Shores Presbyterian Church - Bell Tower
72-42 Inspection Report No. 11.
April 18 1973 Inspector Albert Castellon
Inspected reinforcement for walls from elevation +80' -0" to elevation +90 -0". All
reinforcement was in place and correctly sized and tied. Permission was given to pour.
April 26, 1973 - Inspector - Albert Castellon
Inspected reinforcement for walls from elevation +90' -0" to elevation +100t-O". All
reinforcement was in place and correctly sized and tied. Permission was given to pour.
Albert Castellon
EncI: cc: Harold E. Wagoner, FAIA &Assoc.
Building Inspector - Miami Shores Village
Stobs Bros. Construction Co.
AC :rrrp
JAMES. OW EN POWER
CONSULTING ENGINEER
SO. MIAMI. FL A. 33143
JAMES OWEN POWER PE
7520 RED ROAD, SUITE N
TELEPHONE (305) 665 -6964
June 20, 1973
Albert Castellon
AC :rap
JAMES OWEN" POWER
CONSULTING ENGINEER
SO. MIAMI. FLA. 39143
Miami Shores Presbyterian Church - Bel i Tower
72-42 Irwpoction Report No. 12.
May 14, 1973 ,. Inspector - Albert Castellon
Inspected reinforcement for slab at elevation +100'40 and remainder of wall r&inforcem
All steal was in place and correctly sized and tied. Permission was given to pour.
1: 2 cc:- -Harold E. W'agoner,` FAIA & Assoc.
Building lnspectar Miami Shores Village
Stobs Bros. Construction Co.
JAMES OWEN POWER PE