LL on Pier Caps

[Fercho2006]

I ran a 1' unit-width bridge model on CONBOX Software and it came up with the Truck/Lane reactions (43.97 kips),Does any body could please tell me if the correct way to apply LL on my Pier Caps and IEB is by dividing this value by 2 (Single Line of Wheels) and applying the result according to the traditional 2feet(from curb) --- 6 feet --- 4feet --- 6 feet? or How LL is applied to IEB's and Pier Caps?

Thank you very much in advance.

 

[Dinosaur]

You need to ask your supervisor.