HomeMy WebLinkAboutMISC LETTER - CONCRETE1310 - CC, -7
k- .
Biagi and As'sociates
Engineering, LLC
SCANNED
BY
St Lucie County
IDate: November 14,2018
RE: Street Address:_L24-.Q_ueen Isabella Ct, Fort Pierce, FL .
. ........................
Permit NUrnber: SLC-1809-0104
Contractor: B&M Marine Construction Inc
To whom it may concern:
Please be advised Biagi and Associates Engineering, LLC has reviewed the batch tickets for
Trucks 1438 and 1361. Based on the infnrniation provided by TITAN Concrete (batch tickets
attached), the w/c ratio is still within the .50 and the 4,000 psi requirements by ACI 318-:14 by
t I :APVz1U1 e class.
Very truly yours,
. .........
' Diane G. Marotta, F.
FL 82591
556 W Prospect Road, Oakland Park, FL 33309 Pho6e: 954-776-8004
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hank you - We appreciate your business"
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D6,wLtry date Pl?n Truck size
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unty
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Additional
I w. I a ded to this concretewR educe its strength. Arl�.
Gallons of walter ak 1 7 of ;V&tLr1(lded*
CusxomerApproval:____" _ Custamer Approval:
Tested proper;y 1 PIC.
8021,52,
fps No 0 Yt-, f fet
Salrety is a constant state of mind, with
I
I
every err p oyee feeling responsible
and empo,Wered to act to,,-,ausc-.� hirn
Ad d ress:
and oihersl to work safely, on tree bpflef
that -all axciderits arc- preventaLle and
,that zer-o Irlcident-s is the only goal.
HO;MIE ()FRICE,
t�dr!l Pnirog,cL !Arnexun , C
------------- qL-5 Y 1-7 0-1 A-,L—,
is at cuMmer's rlsk-
;m\ of cy
Not Correct
TIME,
STARTED: 8:20:58
TIME COMPLETE:
8:27:26 TOTAL TIME:
641N 28SE , C
T r u ck-
Drive-1-
User
Disp Ticket
Num Ticket IF)
Tirne Date.,
1361
330213
user
346473
450" 1
8:20 10/230/118
Load
Size
Mix Code
Ret.urned
Qty
Mix Age Seq
Load 'ED
10.00
CY
CAJ98230
D
46855
Material
Design aly
Required
Batchcd
% Var % Moisture Actual wal
0 1 89 1:1
PR
1007 lb
10292 lb
10260 lb
-0.31% 2,20% &q 26 q!
SCR P
SCR
1695
1751,19 Io
17340 lb
-0.97% 3.30% AEI66 g!
CEM p It.
Penssuco
:t)
60D.0 b
6900.0 lb
6880.0 lb
-0.29'%
WATER
WATER
404 91
226.4 gl
r.3.1 all
-1.46% 223.1 gl
AE90
P.413AE 90
5.00 cz
5O.Cr, OZ
50.00 oz
0.00%
96IR
WRR 961 R 26.00 cm
260.00 oz
260.00 oz
0.00%
Ache al
glum Batches: i.
Manual 8:2C:58
Load
3636" lb
Design WIC: 0,484
Water/Cement:
0.485 T
Design 400.0 gi Actual
316.0 gl To Add: 54.0 gl
Slump:
6.00 in
Water in Tnr.k:
30.0 gl Adjust agate,:
0.0 gl J Load Trim Water: -5.0 g! I
CY
"Thank you - We appreciate Your business"
'ticket no,
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{�}�p£ant aeQTruck L:IVCr ?y
TrUCi Size
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7vpi job
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Tarmac Project rC,
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let 1�! l:U: r t - Ears, Pt-1 dk lr:: 3 C 0 U l+rrle dlJu
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county
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Q'E,_E'EM 3t�.a'-1APE.Li._A
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`rriditidDf al, SrY+i
£.-_iior.5 �r waist
Cui;romex A p of
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i9rrtdt1r_g ---- - - ---- - -- - -- -, _ _ &3PF E}oit -Prise AYint Pit
CuCtlUl t 11f .v.� - fl.dered CClr -i Desrrip iorrr�.i-( �924'30 4t_i00 4.2 PM �j�`a{}001 FUEL $' ARCMG
---------------
ArriLN £.Jh site i Start d3srharge inish c9is harge Leavp job site Arrive plant _
y - Sates tax
COTAL
ed to this concrete will r edur.6 RS Strength. Any viater added is at customer's risk..
9 l� Gattr of wate: added: —_.- Gallons of water 3dd� 1 � � n�i o9 CY Rc taioteci
.s
=.�stt laiel 4;tpr.val w_ Cis amcr Ap lova! .x� ` Cu tourer_..... a3:. ......_
w
eit9td c�rs`'.i rly P�� 'I 'A ofzecl ar+d by
Ycs i:.. A PJr, v _- v_ -----_
Safety Is alconstanr state of mind, with i o
very trrlpIoyee feelingresC3ot-IsE}JF;
and ernpo-,�rvered to' act to Cause him, ' Adrkess•11
and others to work safely;, on the belie-f
that all ar_cl,idents are preventable and
tha' zero ;. ddeln 5 is the only canal.
Cofrect _. _ Not Correct
0
TIME
STARTED: 7i29:40
TIME COMPLETE:
7:33:41 TOTAL TIME:
4AIN 1 SEd.
Truck
Driver
User
Di Sp Ticket-,
Num Ticket
I'D
Time Date
1438
330393
sl2
ur
348470
45028
7:29 10/3j"11'8
.L,.-,)ad
Size
Imix Code
Returned
Qty
Mix Age
Seq
Load ID
1.0-00
CY
CAJ98P30
D
465852
matefia;
Description Design Oly
Req&ed
Hatched
% Vsr% Molsture.
Actual wat
99
M P
PR
1007 lb
.0292 IL
10260 lb
-0.31 % 2.20% M
26 91
SCR P
SCR
1695 it)
'17509 it,
17680 1 b
0.97% 3.30% M
68 gl
GEM P IL
Pan ' s -, U", o
6 59 Cl. 0 lb
6900.0 lb
6875.0 lb
-U6%
WATER
WATER
40:0 g!
226.4 g 1
225.5 gl
-0,40%
225.5 gi
AE90
MGAE 90
5.00 0i
50.00 0.-
60.00 oz
0.00%
951 IR
WRR 961
P% 26.00 oz
260.M o7
260.00 cz
0.G0%
Actual
Num Batches: f
Manual 7:29:40
Load
36716 lb
DesignVIVIC: 0.484
WatertCement:
0.46 T
Design 400.0 of
ACtLl@l
319.7 gl To Add: 50.3 cg!
Slump:
6.00 in
Water In Truck:
30.0 04 Adjust Water: I 0.0 g; ;Load Trlrr. Water.
-5.0 g! I
cly