We have a plant in Oklahoma City that was built in the 50's. There is a natural spring that runs underneath it. I think the issues we are having is a result of the slab perpetually having moisture in it.
The first issue is we've attempted to have it epoxy painted multiple times both in house...
So today my concrete contractor bailed on a project. I was relying on him to do the rebar after he told me he'd done lots of grate trenches. He also said he was going to pour it in one shot. Seemed like the hard way to do it but I'm not the concrete guy.
So now I'm in a lurch. I found someone...
We are preparing to do a trench drain project. The frames are made of 2” steel angle with headed concrete anchors.
My question is should I do some type of rust inhibiting prep to the outside of the angle where it will be in contact with the concrete? If I primed the surface, with the...
Based on what I've found for two separate pumps and chemicals.
EPDM is the preferred seal material for a stainless pump moving sodium hydroxide with PH between 10-12
Viton is the preferred seal material for a stainless pump moving hypochlorous acid with PH between 6-7
Can anyone confirm this...
I have an application where the supply tank needs to be mounted on the other side of the room from a machine with pumps in it. I'm having trouble finding information on calculating the TDSH for this pipe configuration.
Material either 1" or 1.5" CPVC
I believe these are the correct...
I've had a project to relocate several pieces of equipment in one of our plants assigned to me. I have the various utilities covered. However these machines are going to require thicker slabs under them. So far the best I've been able to get out of corporate is cut the existing out and pour...
