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Trial Mix TM Ke 2

Ok

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Yudha Andika
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0% found this document useful (0 votes)
50 views1 page

Trial Mix TM Ke 2

Ok

Uploaded by

Yudha Andika
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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Plant: J4N2-Kediri User name: agusjayamixscg@gmail.

com

Ladder: DF38 Program: C581 v1.3.8.0

-------Interface data----------

[ONLINE ] DP no.: 0370008821

Product Code: 025X0P4B45 SPD: S-0-0 Binder: B501 ARM.: 506J

Product Name: Concrete Customized with strength 25 MPa Max W/C 0.45

Strength: 30/25 Slump: 12.00-16.00 Remark:

Cust: 0004000117 Site: 150448

Truck no.: A1002 Driver no.: 000345

Ordered:2.00 m3. Quantity:2.00 m3. Ret.concr.:0.00 m3.

Ret.dp: Ret.con: Ret.remark:

-------Production data---------

Start: 11.01.2024/10:59:58 Mixing time: 45.000 sec. 1 batch

Scree Split Norma Fine FA Pa Type Water JMX22 JMX22

Mix. 380 570 390 390 44 380 189 1.33 1.52

m3. kg 1 kg 2 kg 3 kg 4 kg 3 kg 1 kg 1 kg 1 kg 2

----------------------------------------------------------------------

2.00 760 1170 860 790 83 751 378 2.74 2.76

0.00% 0.00% 1.00% 1.00% 0.00% 0.00% 0.00% 0.00% 0.00%

----------------------------------------------------------------------

Act 760 1170 860 790 83 751 378 2.74 2.76

Tar 760 1140 788 788 88 760 364 2.66 3.04

----------------------------------------------------------------------

Dif 0 30 72 2 -5 -9 14 0.08 -0.28

%err 0.00 2.63 9.14 0.25 -5.68 -1.18 3.85 3.01 -9.21

----- ----- ----- ----- ----- -----

---------------------------------------------------------------

Total Rock Sand Cem Binder Water TypeD TypeF

%err 1.58 4.70 -1.18 -1.65 3.85 3.01 -9.21

----- ----- ----- ----- ----- -----

---------------------------------------------------------------

Moisture Water : 14 kg. Cap: 10 m3/h W/B: 0.47

End: 11.01.2024/11:11:21

-------Manual DP no.: 0370008821-------------------------------

Scree Split Norma Fine FA Pa Type Water JMX22 JMX22

kg kg kg kg kg kg kg kg kg

0 0 0 0 0 0 0 0.00 0.00

---------------------------------------------------------------

DifTotal 0 30 72 2 -5 -9 14 0.08 -0.28

---------------------------------------------------------------

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