I got lucky, came across a willing to train and certify post on indeed, I searched up "hiring immediately will train " lol and I have no construction experience, just some roofing experience, also helps to be a big guy lol they need the help.
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Good god 54 I hate doing 30 inch I can’t imagine how heavy one of those things is I bet it would smash a person flat like a pancake u wouldn’t think pvc would have weight like that
Well typically You have a depth of how deep your pipe needs to be and then you keep it at that depth. If you need to be 6 ft below your grade keep it at 6 ft blow your grade and you're always going to be straight typically give or take
Lupe Rodriguez pero que bueno que tu estas acá para hacerlo saber. Vaya forma de contestar. Nunca dije que sabía. Por eso formulé la pregunta. (?) es el signo de interrogación utilizado en Español al funal de una pregunta. Gracias por su información
Are you kidding ? there is a number of faults. firstly the bandsman shouldn't be near the load as it starts to lift. secondly the slings are in the wrong position, The choke on the slings should be back to back to avoid spin although this never happenrd. thirdly the bandsman slipped on the mud, had the crane driver not seen him this could be fatal
Reuben H I hear you man if my guys spent as much time working as they did trying to get out of work the job would have been done in half the time. Bosses don’t want to hear it they need the bodies because we are busy and my job is profitable so I’ve been riding their asses so hard the last month the one guy changed his tune and the other is probably going to quit.
I doubt it first of all. It doesn't just slide right in, they are using a 45 thousand pound (probably more) excavator to stab it. If you tried to push that with a rock bar you would bounce back. Idiots. Been there done that lol, I've done it for years and there is always more to learn.
@@raymond5180 Lol, we're the #1 Utility contractor in arkansas. I will work laps around you in a ditch, and push mountains around in a dozer or trackhoe. Ain't my first rodeo cowboy. That is C-900 pipe, and there are a million different manufacturers and gasket types, and every pipe stabs different. Sewer PVC or SDR26 you can stab my hand up to about 48". C-900 GOOD LUCK LOL! Why do you think they're stabbing it with a 25ton machine? Maybe you would know these things if you ever had to order material or run an entire jobsite with 6 crews doing STORM drain, water main, gravity sewer, electrical conduit, road, and dirt. Not all C-900 is the same goofball, and if you ever want to be something besides a ditch bitch, you might start doing your homework.
Its pressurized you dont need a laser you just need a competent pipe layer and operator to maintain the line and the grade .. it looks like their in an open field so keeping it to detail is no challenge
Honestly in my system anything 16 inch or larger we don't use pvc. When that pipe fails it is going to split longitudinally and they are going to lose so much water.
@@dlogan3004 it just does for various reasons. Maybe it was not bedded properly, maybe they over bell'ed the pipe. Maybe they deflected too much at the joint or maybe the pipe had some kind of strike trauma during transit or installation. Ground shifting. Alot of these can be prevented by having good inspections. In our system our inspections may not be the best but we also have pretty high pressures in some areas around 130 psi max. But even at those pressure we would be well within the class rating for the pipe.
@@dlogan3004 still we think it is better not you use PVC for very large mains because of the way they fail which is typically a longitudinal crack along the pipe sometimes the entire stick. In those cases you will lose alot more water as opposed to a ductile iron or steel cylinder bar wrapped pipe.
@@jeremyjennings1875 I understand but all of those are installation errors, by our specs in South Al every 16ft or deeper has to be ductile but I have laid sch 26 pvc sewer 21ft deep and it’s never had a problem. Laid a lot of C900 water main 8-10ft deep and never had a problem with the pipe holding up. But I’ll lay whatever the engineer’s want lol
with heavy ridged pipe like this, I never dig out the bell, why when you push them home they set a lot easier picking them up a little and shoveling that bell out than trying to pick them up from being low.
try getting 6'x8' pipe home that weight 22,000 lbs a piece without pushing them home with the excavator, I've pushed 24-inch c900 pipe home with a 750 Komatsu dozen of times I prefer pulling them home with a chain strap combo but thats not always an option when you're 25 feet deep 3 boxes stack leading into a manhole box.
either shit operators or shit labors. I push any c900 over 8" with a excavator and get between 300-1200 feet a day and no damaged pipe, always passing my hydro test at 200psi.
