Hi everyone,
I am currently designing the replacement for the first 500 feet of a dragstrip with concrete, to tie in with the rest of the existing asphalt track. I want to keep the joints down to a minimum, or eliminate them, and I was contemplating using continuous reinforced concrete...
Reading previous posts, I have a situation where the anchor to rock interface is going to be OK, but may have a problem with the weight of the rock pullout cone providing enough stability.
I am drilling into basalt bedrock that is fairly solid. I am new to this field, so two stupid questions...