The batchplant I operated had a mixer all the material went to prior to being dropped into the truck. So as ur loading material, u could hear the motor winding if it was too dry. Had to be alert every single batch, but lots of overtime, miss that job a lot
You can dry the truck up. No need to waist $. The first load always trim high. If ya leave the materials in the bins. The moisture water will go down to the bottom. That’s why first load will come out wet. Batchman for many years. Just by the sound a plant makes you will know if something wrong. All I need is the password to the computer. The plant I can figure it out in 10 minutes how to turn it on. Oillers.air Compressor . Pit water or city water. Slum area water on. Build air pressure. Make sure jay box is on. Hit start look and listen to the plant. Water scale weights up rock bin opens first. Last to weigh up is cement. Or admixture’s depending on the mix. Leave room for tail water. A mixer truck loads better at a slower rotation than a fast one.
This video is just the bare minimum of using this board & software for a single plant. Command goes much deeper than probably most of you can comprehend. If you know.. you know
@@markmackay5953 In that case you got some poor quality rock with high porosity. go to 2 mins in the video. 2% on 1"rock and 3% on sand,,,, really? most the moisture is held on the surface of a material. surface area/weight ratio is massively lower in rock compared to sand.
VER Command A > VER After this command is entered, DOS will issue to you the message indicating the version. Kidal = left hand Why Intel 8088 microprocessor chip?
excelzzer perfect load every time because the scale doesn’t lie . When the Horn goes off and spray bar comes on you have a perfect 4 ....... every time . I’ve had so many Mix design guys and salesmen tell me this . Of course they have no idea how wrong they are . And cement to water ratio is ridiculous. If a state inspector (cal trans) watched how much water I added to the load at the plant just to get it to be able to come out of the truck ( but the scale doesn’t lie and the moisture meter is perfect ) he would literally and figuratively shit down both legs .
@@prnd21turbo That is why there are safety factors to account for this strength loss. QC typically adds roughly 1500 psi on top of any mix just to qualify it. I doubt you are adding more than 10 gallons per yard on average. If we designed everything to the exact strength, structures would fall down left and right. No shitting down legs, we are aware of the discrepancies. Plus their are samples taken on every job to make us aware of any low breaks.
howdydutt1e Well we always get early breaks well over the psi required for the job . No matter the sack content or mix . 25 years in the industry has shown me that inspectors are book smart but really have no idea what really goes on at the batch plant . All they care about are the weights on the tag . Shit down both legs ? Yes . Absolutely.
@@prnd21turbo As a guy who was a tester on site for 3 years and just started batching last week you are correct, lol. Looking at our break records they are almost always 1500-2000 psi higher than design strength at 28 days. And just because you enter slump as a 4 on the program doesnt mean it will come out a 4. Our drivers are pretty good though and know how much more water they need.
Seement.... Lol 🤣🤣🤣🤣🤣 up north we say cement.
The batchplant I operated had a mixer all the material went to prior to being dropped into the truck. So as ur loading material, u could hear the motor winding if it was too dry. Had to be alert every single batch, but lots of overtime, miss that job a lot
You can dry the truck up. No need to waist $.
The first load always trim high. If ya leave the materials in the bins. The moisture water will go down to the bottom. That’s why first load will come out wet. Batchman for many years. Just by the sound a plant makes you will know if something wrong. All I need is the password to the computer. The plant I can figure it out in 10 minutes how to turn it on. Oillers.air Compressor . Pit water or city water. Slum area water on. Build air pressure. Make sure jay box is on. Hit start look and listen to the plant. Water scale weights up rock bin opens first. Last to weigh up is cement. Or admixture’s depending on the mix. Leave room for tail water. A mixer truck loads better at a slower rotation than a fast one.
300 yrds on a 3 truck loop is crazy
This video is just the bare minimum of using this board & software for a single plant. Command goes much deeper than probably most of you can comprehend. If you know.. you know
I put water moisture at 9 % then when I check the slump I can adjust it accordingly
Dear Sir, please upload a video on how to calibrate command Alkon system??
Calibrate what?
pelase sir uplod video calibrate plz
Call command
Wish the video was complete...
I like Alcon Command Batch
We need more videos
Auger feeds? Water scale? What's your preact at???
Pretty sure 3.25% moisture for your 1" rock is impossible unless most of it is bottom end 5mm size
That's ridiculously dry 😂
@@markmackay5953 In that case you got some poor quality rock with high porosity. go to 2 mins in the video. 2% on 1"rock and 3% on sand,,,, really? most the moisture is held on the surface of a material. surface area/weight ratio is massively lower in rock compared to sand.
I need this trading How to join your line
Where this one company.... i am allso BPO
Next
CHDIR Command
VER Command
A > VER
After this command is entered, DOS will issue to you the message indicating the version.
Kidal = left hand
Why Intel 8088 microprocessor chip?
Hai sir I m batcing pland opretor in uae, I m 5 years experience. I need jop
Kalau manual tidak ke record data gmna ya?
Selak gendos semene bos
Attention: this video is full of bad advice and not endorsed by Command Alkon.
Give this guy a job Colin😂😂😂
What a slow system. “I don’t pay attention to moisture” haha WTF
excelzzer perfect load every time because the scale doesn’t lie . When the Horn goes off and spray bar comes on you have a perfect 4 ....... every time . I’ve had so many Mix design guys and salesmen tell me this . Of course they have no idea how wrong they are . And cement to water ratio is ridiculous. If a state inspector (cal trans) watched how much water I added to the load at the plant just to get it to be able to come out of the truck ( but the scale doesn’t lie and the moisture meter is perfect ) he would literally and figuratively shit down both legs .
@@prnd21turbo That is why there are safety factors to account for this strength loss. QC typically adds roughly 1500 psi on top of any mix just to qualify it. I doubt you are adding more than 10 gallons per yard on average. If we designed everything to the exact strength, structures would fall down left and right. No shitting down legs, we are aware of the discrepancies. Plus their are samples taken on every job to make us aware of any low breaks.
howdydutt1e Well we always get early breaks well over the psi required for the job . No matter the sack content or mix . 25 years in the industry has shown me that inspectors are book smart but really have no idea what really goes on at the batch plant . All they care about are the weights on the tag . Shit down both legs ? Yes . Absolutely.
@@prnd21turbo As a guy who was a tester on site for 3 years and just started batching last week you are correct, lol. Looking at our break records they are almost always 1500-2000 psi higher than design strength at 28 days. And just because you enter slump as a 4 on the program doesnt mean it will come out a 4. Our drivers are pretty good though and know how much more water they need.
Ceeemet
Please Hindi ❤
Redo this video sir
This is shocking advice
Hindi भाषा मै वीडियो
I'm looking for a batch guy to control a concrete plant in Texas .
What's the pay and benefits? I've been batching for more than 10 years.
What's your phone number?
Adam Estrada you still need someone
Franco Robles yes
Adam Estrada how much is the pay
Whoever the hell is chewing gum with their mouth open please stop
Very incomplete
You need more training, you are giving bad advice...
librmuel your stupid
basic
This man doesn't have a clue