14694 (2)LAB. NO -
SAMPLE NO.
26059
79 : '
26060
80
..
RY 4d1�.
SPECIFIED STRENGTH
Mtx
BRAND OF CEMENT
FINE. AGGREGATE
COARSE AGGREGATE
SLUMP IN INS.
4,000
not . giv
not, given----
not given
not given--
3.25"
]:rl
sn - --
--
-
3.25"
as
as days
SACK
GALS. WATER TO
13ATCH
not given
---"
-
ADMIXTURE
not given
- --
CONDITION OF CYLINDER
good
INFORMATION
good
FURNISHED
BY LAB.
DIA. OF CYLINDER
6.0"
6.0" -
'
AREA IN SQ. INS.
48.27
28.27
TOTAL LOAD IN LBS.
100,000
120,000
-,.•,
UNIT LOAD PER SQ. IN.
3,537
4,245
. s
WT. OF CYLINDER, LBS.
26.4
26.3
•
. .
.
AGE OF SPECIMEN
4 days
7 days
TYPE OF BREAK
#1
#1
�a.. • -�
CYLINDER RECEIVED
5 -1 -73
_5 -1 -73
FIELD
•
CURING LAB.
Lab. cured
@ 73.4
± 3
Humidity
99%
elikiMMO
CYLINDER MADE
4 -27 -73
4-27-73
31DAY- TESTED
- 5 -1 - 73
'
7 DAY - TESTED
5 ■4.73
2a DAY- TESTED
•
LOCATION - rc
COPIES ISSUED TO
1 -Stobs Bros.Constr.Company
2- H.E,Wagnor
1- Mr.Wm.Bradford,Bldg.Insp.
1 -James 0.Power
1- Mr.Robert F.Cook,Dir.Bldg.
& Zoning
WINGERTER LABORATORIES,
Engineer's Laboratory and Inspection Service
1820 N.E. 144th Street
P.O. . Box 155, North Miami, Florida 33161
REPORT OF TESTS OF CONCRETE CYLINDERS
CLIENT Stobs Bros, Constr. Company
CONTRACTOR Stobs Company
PROJECT Church Stee ele 0 NE 6' Ave. &
s e - e
00
AIR CONTENT
Concrete Temp.
Air 'reap.
REPORT N
ORDERNo 30 58.61(2065)
6 St. Miami Shores .Fla.
lig
sec
0
REPORTED TO Stobs'Bros. Constr. Co.701Q NE 4 Court, Miami, Fla. *3
.Y PLII
REMARKS: STRENGTH REQUIREMENT complies in 4 days
INFORMATION FURNISHED BY our inspector JZ from Roger
WEATHER CONDITION cloudy
CONCRETE FURNISHED BY
TEST CYLINDrRS MADE AT
TICKET NO H •40421
10 CUBIC YARD
MPS
Turnpike Plant
9.23 am
INC.
e wa
WING T R LA RAT
�7 • ♦�
0 -22256
Bldg. Permit No,
Miami res
FROM 2 7
TRUCK NO 7 22
TIME BATCHED 7:50 am
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.
R z.
YD.
CLIENT
CONT ACTOR
PROJ CT
LOCA ION
•
.REPORTED TO Stabs .Bros. Constr. Co.7010 NE 4 Court,
26059 26060
79 80
26061
81
ZI oou psi i
not given---
not givsn-
not given---
not given- -
3• 25" 3.25"
not given-
not given---
28. days
3.25"
- 7-
IN F.O RMA
good good
6.0" - 6.0" -
28.27 28.27
100,000 120,000
4,245
26.
7 days
#].
3,537
26.4
4 .days
#1
5 -1 -73 5-1-73
Lab. cured c - 73.
4 -27 -73 4-27-73
.5.1 -73
5 -4 -73
26062
82
26063
83
3.25"
-
3 �5:"
ED BY LAB..
good .goo
6.0" .6.D ":
28.27 28.27
. 149,000 145,000
5,271 . 5,129
26.0 26.1
28. days 28 days
#'1 #1
5 -1 -73 •5 -1 -73
Humidit 99%
4-27 -73
4-27-73
TION FURNISH
good
6..0"
28.27
144,000
5 •
25.9
.28 days
5 -1 -73
4 -27 -73
- LAB.
SAMPLE
SPECIFIED STRENGTH
MIX
BRAND OF CEMENT
PINE AGGREGATE
COARSE AGGREGATE
SLUMP 114 INS. •
SACK
GALS. WATER TO
BATCH •
ADMIXTURE
CONDITION OF CYLINDER
DIA. OF CYLINDER
AREA IN SQ INS.
TOTAL LOAD IN LBS.
UNIT .LOAD PER SQ. 1N.
WT. OF CYLINDER, LBS.
AGE OF :SPECIMEN
TYPE OF BREAK
CYLINDER. RECEIVED • FIELD
CURING
.LAB.
CYLINDER MADE
4 3IDAY- TESTED
7 DAY- TESTED
29 DAY- TESTED
COPIES ISSUED TO
1- Stobs :Bros.Constr.Company
2 -H. E. Wa.gnor
1-Mr . Ym. Bradf ord, Bldg. ?lisp.
1- James O.Power,Eng.
1- Mr.Robert F. Cook,Dir
& Zoning
WINGERTER LABORATORIES,
Engineer's Laboratory and Inspection Service
1820 N.E. 144th Street
P.O.: Box 155, North Miami, Florida 3316
REPORT OF TESTS' OF CONCRETE CYLINDERS
Stobs Bras. Constr. Companv
Stubs Bros. Constr..Oompany
Church Stee • le 'c' NE . Ave &
eep e O: • .o'
4.
. PLAT
complies. in 4 days
REMARKS: STRENGTH REQUIREMENT
INFORMATION FURNISHED BY our inspector JZ. from . Roger
WEATHER CONDITION ClOildy
CONCRETE FURNISHED BY MPS
Turnpike Plant
FROM 2
TRUCK NO. 722
TIME BATCHED 7:5 all
TEST .CYLINOrRS MADE AT 9 '
TICKET NO ` .H- 40421
• 10 CUBIC YARD
AIR CONTENT ri g
Concrete Temp.
Air Temp.
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS. ARE SUBMITTED t
AS T.HE•CONF1OENT1AL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS.
CONCL.USI:ONS.OR EXTRACTS. FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. i •
• 2s
6 St. Miami
sec l on O
INC.
0 -26140 5 -25 -73 bg
0 -22256 5-4 -73 zh
8149, Permit No. 14694.
REPORT No-. 3 - 3
ORDER No `3058..1(2065)
Sores
e wa
Miami, Fla. 33138
Miami: Shores
WING ~ T R LA AT. IES, INC.
814 EA*