Recent content by littlewheels4

Your post is pretty rude actually to all those people that said they didn't feel like they did well. I am not surprised you are from Texas with that attitude.

I believe this is correct, but the original post is a little vague. I am not sure if he is asking for wet or dry unit weight. I am guessing that he is looking for dry unit weight based on given water content.

I am working on a conceptual high voltage transmission line project in the southwest. I would like to know if anyone has any input on how we could pour concrete large distances from batch plants in the arid climate. I am unfamiliar with construction practices in this region. Thanks for your help.

did you get an answer on this?

I am not sure why ACI is so slow to adopt QC procedures for field tests. But, I have heard that places in Japan are using the list of tests below on concrete with Super Plasticizer admixture. I don't have any pictures for these apparatus but with some additional research maybe you could find...