Hi everyone, I wonder if I could get some support.
I am currently building a new temporary road system and wondered if you anyone had any information that would help me understand what plate test results different cranes need, so either tonnes/m2 or UDL.
Any support would be appreciated as I want to complete a chart to make it easy for construction companies to see what temporary road system they can use for different projects. Thanks for any help you could offer.
I know the plate test results we had done which as an example for one of our options were 620kPa.
I am trying to find out what maximum vehicle weights my road could accept.
I am currently building a new temporary road system and wondered if you anyone had any information that would help me understand what plate test results different cranes need, so either tonnes/m2 or UDL.
Any support would be appreciated as I want to complete a chart to make it easy for construction companies to see what temporary road system they can use for different projects. Thanks for any help you could offer.
I know the plate test results we had done which as an example for one of our options were 620kPa.
I am trying to find out what maximum vehicle weights my road could accept.
