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  #181  
Old 04-26-2015, 08:36 PM
J-Mech J-Mech is offline
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Sam, that is CLASSIC! Best story of how we CAN do something about it I've heard yet!
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  #182  
Old 04-26-2015, 10:03 PM
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Terry C Terry C is offline
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Quote:
Originally Posted by Sam Mac View Post
Amen to that brother. Back in the day when I was in the concrete biz I had a smart A$$ that flat out told me he wasn't going to pay for the concrete in a foundation that we poured and that there wasn't anything we could do about it. I just smiled and had this sent over and demolished his foundation. Yep I didn't get paid for it but he didn't get to build a house on it. I also let all the other producers know what the deal was. Payback is B_____th
Sam you are officially my hero! Your method beats my stupid past due notices all to heck
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  #183  
Old 11-18-2015, 08:35 PM
twoton twoton is offline
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Been working on this retaining wall for the past few weeks. Things take me a while as I work alone. Took a cut out of this hillside with my backhoe and dozer. Built the form for the footing, 20 “ thick, 7 feet wide, 50 feet long. Placed and tied all the rebar. #8 horizontal bars at 12” o. c. #7 vertical bars at 12” o. c. #4 cross bars at 12” o. c. Poured the footing yesterday morning, had one of my boys come and help for that. 24 yards, 4000 psi, ¾” stone, slump rate of 4.
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  #184  
Old 11-20-2015, 05:43 PM
IH1650Cub IH1650Cub is offline
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helicopter instructor pilot/ safety officer for the ole government.
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  #185  
Old 12-12-2015, 07:16 PM
twoton twoton is offline
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Been working on this retaining wall for the past few weeks. Things take me a while as I work alone. Took a cut out of this hillside with my backhoe and dozer. Built the form for the footing, 20 “ thick, 7 feet wide, 50 feet long. Placed and tied all the rebar. #8 horizontal bars at 12” o. c. #7 vertical bars at 12” o. c. #4 cross bars at 12” o. c. Poured the footing yesterday morning, had one of my boys come and help for that. 24 yards, 4000 psi, ¾” stone, slump rate of 4.
In the 60's here today, felt like 75 in the sunny side where I was working. Still pouring concrete, two more pours this week. Should be over 500 yards by the time this job is done.
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  #186  
Old 12-12-2015, 07:29 PM
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Sam Mac Sam Mac is offline
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500 yards of concrete, what are you building? Your talking about serious $$$.
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  #187  
Old 12-12-2015, 07:49 PM
twoton twoton is offline
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500 yards of concrete, what are you building? Your talking about serious $$$.
Two machine sheds with 12" diameter poured columns and 12 " thick board embossed walls, a bridge rated to handle a loaded 10 wheeler, lots of retaining walls, the largest being a 16' 6" wall on top of a 2 foot thick by 8 foot wide footing at 90' long, more columns, 16" diameter at 12' tall and lots of poured stairs. Suppose to be an observatory at the end of the project that will blow that 500 yard number up substantially. Here's a shot of the end of one of the walls, look close at the end and you can see the year I poured it. That one was a 54 yard pour for just the wall. Me and 2 other guys. 4500 psi, slump of 4, vibrate everything. Lots and lots of steel. The guys at the plant call this the Concrete Fortress.
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  #188  
Old 12-13-2015, 06:17 AM
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Well i spent 17 years in a couple of Ford parts dept. selling automotive parts...Then got a job in a big factory....Went into there skilled trades program for Machine repair...spent 10 years doing that...Got tired of it and bid to Faculties maintenance and since no one else wanted to i get to fix all the bathroom issues.....Best job i have ever had.......
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  #189  
Old 12-13-2015, 09:48 PM
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jaynjeep jaynjeep is offline
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Quote:
Originally Posted by twoton View Post
Two machine sheds with 12" diameter poured columns and 12 " thick board embossed walls, a bridge rated to handle a loaded 10 wheeler, lots of retaining walls, the largest being a 16' 6" wall on top of a 2 foot thick by 8 foot wide footing at 90' long, more columns, 16" diameter at 12' tall and lots of poured stairs. Suppose to be an observatory at the end of the project that will blow that 500 yard number up substantially. Here's a shot of the end of one of the walls, look close at the end and you can see the year I poured it. That one was a 54 yard pour for just the wall. Me and 2 other guys. 4500 psi, slump of 4, vibrate everything. Lots and lots of steel. The guys at the plant call this the Concrete Fortress.
All I can say is WOW!!! MUCHO dollars in time and concrete!! Nice work!
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  #190  
Old 12-13-2015, 09:53 PM
Alex400 Alex400 is offline
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I work as a manufacturing Engineer for Safe Boats International in Bremerton Washington. We build high-speed aluminum boats for military and law-enforcement all over the world.

Www.safeboats.com

Prior to that I worked as an engineer for a company that dealt in engine and parts remanufacturing for EMD, Fairbanks and Cleveland Diesel engines.
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