Tell me what you see here?

[MossRoad]

Everyone can see it pours out like water which would bring a COLLAPSED SLUMP.

As mentioned many times already, concrete can be very runny and still be correct for the job if it has the proper additives.

Guessing the guy in the original video didn't spec that. Looking at the comments in the video, there's plenty of folks questioning the methods, but I can't find any answers from the poster of the video.

 

[MossRoad]

This article explains why slump is a good indicator of change during a pour, but not a good specification to start with. Makes a lot of sense. Rather than calling people names, here's something that actually might be helpful in explaining it.

Concrete Slump Should Not Be Specified | For Construction Pros

 

[cqaigy2]

This article explains why slump is a good indicator of change during a pour, but not a good specification to start with. Makes a lot of sense. Rather than calling people names, here's something that actually might be helpful in explaining it.

Concrete Slump Should Not Be Specified | For Construction Pros

Interesting article.

 

[two_bit_score]

I am reminded why I should put Stepphanie back on Iggy and probably add /p. Pathetic.

 

[Steppenwolfe]

2 bit score... A 25 cent head and not a nickel more... :laughing:

 

[Hay Dude]

I am reminded why I should put Stepphanie back on Iggy and probably add /p. Pathetic.

:laughing::laughing::laughing:

Flooding my basement with tears of laughter! My neighbors basement, too :laughing:

 

[Steppenwolfe]

:laughing::laughing::laughing:

Flooding my basement with tears of laughter! My neighbors basement, too :laughing:

Is that a professional opinion or an amateur opinion? Really sucks when you are neither.

 

[Hay Dude]

Several of you guys need to put in a request to the people in the video. Need the paper work for the soil testing before the job started. The paper work on recommended soil additives. Need the paper work on the compaction testing. Need the paper work on the slab prep from the engineer. Need the info on the concrete mix recipe from that engineer. Finally need the paper work from the cylinder tests for each truck load from the concrete pour. Contraction and expansion joint plans. Paper work on recommended curing and sealer agents after the pour.

Probably left out some things but it should be a start.

Guess you didnt read read the part where the Architect approved my reworking of the plans, but why do that when you can make fun of somebody....

 

[Steppenwolfe]

Guess you didnt read read the part where the Architect approved my reworking of the plans, but why do that when you can make fun of somebody....

Wow, golly geewhiz, shazamm. Why become an architect? Just ask a guy who cuts grass for a living. :confused2:

 

[Hay Dude]

Is that a professional opinion or an amateur opinion? Really sucks when you are neither.

Sure sucked up the help I gave you like a good little grasshopper when you were looking for help managing your new land though, eh? :laughing: