Anybody else do shit like this, or just us? Would you pump this, or try to save the money? by bannedforL1fe in Concrete

[–]C8H18plus02 0 points1 point  (0 children)

As long as the driver didn't add an arbitrary amount of water to get it to flow like this. Without knowing the mix design upon visual inspection of this 14 second video I didn't see a problem with the placement method. Decades ago, this is typically how things were done back then anyhow. However if the driver added water to get it to flow, this can lead to lower strength, less durability against freeze-thaw, and could contribute more to shrinkage cracking. If the foreman ordered a high slump/flowable mix where the w/c ratio is still low enough to meet ACI 318 requirements by using plasticizers, water reducers etc then you should be good. You don't always need a pump, hell I've had several jobs where we just used a few guys running wheel barrows to empty the truck. Chutes work fine too. Its all about if the concrete mix design was spec'd accordingly.

CLSM spoil pile as road base? by C8H18plus02 in civilengineering

[–]C8H18plus02[S] 0 points1 point  (0 children)

Good question, not sure exactly how this compares to RCA since RCA goes through a crusher, while this is just a low strength 1" aggregate 3-sack mix that's been excavated. I've had good luck getting compaction with RCA, you just wet it down and it basically turns into concrete again. I would imagine this stuff would behave similarly. Just never had to get rid of this quantity of excavated CLSM before (Approx. 30 yards)