jdeaneng
Civil/Environmental
- Nov 20, 2013
- 2
I am helping a client with a roadway design. I am using AASHTO design guide to find pavement sections and my sections are coming out to be larger than they normally would be for the roads in my area. The project is an industrial park with several types of vehicles that with be using the road. My question is what is the normal loading used to represent a tractor trailer. AASHTO uses a 1.5 equivalent factor for W18 ESALs. Is there any other method or way to go about this. I believe that AASHTO is being too conservative for what i need.