0-18379t.AB. NO.
rAmPLE No.
20889 20890
69 0
.
.
I
• dy1 N
C7-ZCIPIED STRENGTH
MIX i
:......1AND OF. CEMENT
NE AGGREGATE
czARst AGGREGATE
IN INS.
SACK
.._ WATER TO
BATCH
ADMIXTURE
9000 psi in
not givzit---
'not giv ,, n--- -
not giv.n---
not giv -n--- .
4.5" 4.5".
not giv -n---
not giv n---.
'8 days
•
-
. •
.
.
-- 1
4 •a; w ; r41:117 a.- 3 q;• -.' �-4s�+ 1
" 4
,
CONDITION .OF CYLINDER
:IA. OF CYLINDER
i.trEA IN SQ. INS. ' •
7 DTAL LOAD IN LBS.
. 171.0AD PER SQ. IN.
7. OF CYLINDER, LBS. •
• ":."-: OF SPECIMEN
7 . RE OF BREAK
:LINDER RECEIVED
_ FIELD
CU RIN G
LAB.
INFORMATION
good good
6.0" 6.0" .
28.27 28.27
67,600 95,000
2,369 3,360
26. ' 26.8
3 days 7 days
#3
4-10-73 4-10-7j
Lab. Cu - @ 73.
FURNISHED
•
.
. .
•
3
BY LAB.
•
umidity
.
. .
.
.
9
•
.
.
CYLINDER MADE
3 DAY-TESTED
7 DAY-TESTED
- 7: AY-TESTED
4-9-73
4-12-73
4-9-73
4-16-73
.
.
...•
wINGERTER. LABORATORIES, INC.
Engin" eer's Laboratory and Inspection Service
D-]837 4-16-73
1820 N.E. 144th State
Drawer L North-Miami, Florida 33161
Bldg. Penult No.
•
• .1
REPORT OF TESTS OF CONCRETE CYLINDERS
. .
REPORT No.
oRDER N 3058 . 61 (2065)
cuEsT • Stobs Bros. Constr. Company
CONTRACTOR
Stobs Bros.' Constr. Company
PROJECT Steeple @ NE 96 St • & 6 Ave . , Miami, Fla.
LOCATION - Tr - oor slab etev. 80
REPORTED TO,
COPIES ISSUED TO
Any
W. r ICKS
AS A MUTUAL PROTECTION TO CLtENTS, THE PUBLIC A • OURSELVES, ALL REPORTS AV SUBMITTED
AS.THE CONFIDENTIAL PROPERTY OF CLIENTS. AND .AUTHORIZATION FOR PUBLICATION OF STATEMENTS, .b.a
CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
Stobs rOS ons r. Co . 7010
Court
• 3
REMARKS: STRENGTH REQUIREMENT
INFORMATION FURNISHED BY Our inS e
WEATHER CONDITION cloudy
MPS
CONCRETE FURNISHED BY
Turnpike
2:00 pm
TEST CYLINDERS MADE AT
TICKET NO. H39680
.CUBIC YARD
AIR CONTENT n g
Concrete Temp:
Air Temp:
GERTE
ct or TG from
Plant
FROM
TRUCK NO. 739
TIME BATCHED X Pin
TORIES,
Foreman
1
CLIENT
CONTRACTOR
PROJECT
LOCATION
REPORTED TO
Stobs Bros.Constrs- 'o.7010 N r Cour Miama,, a. 3]
LAB. NO.
?AMDLE NO. -
£CI'FIEb STRENGTH
MIX
:RAND OF CEMENT
DINE AGGREGATE
=ARSE AGGREGATE
CLUMP IN INS.
Stobs
CALS. WATER TO SACK
BATCH
ADMIXTURE
ZCNDITION OF CYLINDER
DIA.OF CYLINDER
r4EA IN SQ. INS.
TOTAL LOAD IN LBS.
;'. IT LOAD PER SQ. IN.
T. OF CYLINDER. • LBS.
'7,5 OF SPECIMEN
TYPE OF BREAK
CYLINDER RECEIVED
FIELD
CURING LAB.
CYLINDER MADE
3 DAY - TESTED
7 DAY TESTED
"AY-TESTED
COPIES ISSUED TO
ZER.TER. I.A.13CtitATORIES,
Engineer's Laboratory and Inspection Service
1820 N.E. 144:11 St:aet
Brayer L . North Miami, Florida 33161
REPORT CF TESTS OP CONCRETE . CYLINDERS
Stobs Bros. Constr. Company . . REPORT No. •
ORDER No. 3 058 . Ei1 ( 2065 )
Bros. Constr. Company
20889 20890 • 20891
69 70 71
4,000 psi in 28 days
not given-- -
not given-- -
not given-- -
not given ----
4.5" 4.5". 4.5"
not given - --
not given - - -.
good
6..0"
28.27
67,000
2, 369:
26.3
3 days
rr -
•4 -10 -73 •4- 10 -73
Lab, cured @ 73.4
4 -9 -73 4 -9 -73
4 -12 -73
4 -16 -73
INFORMATION FURNISHED BY
good good.
6. on 6.0"
28.27 28.27
95, 000 124,000
3, 360 4,386
• 26.8 26.1
7 . days 28 days
#2 #1
4 -10 -73
+.
4 -9 -73
5 -7 -73
4.5" 4.5"
LAB.
good
6.0
28.27
123,000
4,351
26.5
28 days
#1
4 -10 -73
tumidity
REMARKS: STRENGTH REQUIREMENT
INFORMATION FURNISHED BY Our
WEATHER CONDITION
CONCRETE FURNISHED BY
AIR CONTENT . ng
Concrete Temp:
Air Temp:
GERTE
INC
0 -22692 . 5 - 7 g - 73 bg •
- - 0-18379 4 -16 -73
sta Permit Me. , .
good
6.0"
28.27
127,0A)
4,492
26.7.
?a days.
4 - -73
4 -9 -73 4 -9 -73
5 -7 -73 5 -7 -73
Complies in 28 days
inspector
cloudy.
MPS
TG from
COQ
tote WNS..
own
MAT
Foreman
Turnpike Plant
TEST CYLINDERS MAD AT 2:00 pm FROM -. YO;
10 (
TICKET N.O. H39680 TRUCK N7. 47.59--"--.
O. ! 12 :29 pm
CUBIC YARD TIME BATCHED .
ABO - TORIES,
is w.G. ICKS,P.E.
AS.A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC A • OURSELVES, ALL REPORTS ARE SUBMITTED
AS THE CONFIDENTIAL PROPERTY OF. CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. t,S1'tif •
CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
t
JAMES OWEN POWER
CONSULTING ENGINEER
SO. MIAMI. FLA. 33143
7520 RED ROAD, SUITE N JAMES OWEN POWER PE
TELEPHONE (305) 665-6964
.. Albert C ep
I ted wall reinf c nt f
wash i n place and rrectly sized tl+ed iri ►c w ith p
tP p+r
I it , 1993 ln>wp ator - Alban Ca ten
l sl rei nforcement t aIt elevation + '-t '. All re of a +was in PI
ct ly sited Ind Pied. Permission was giv to nr.