Would anybody know how we got to this load, CL-625? or that can point me in the right direction to investigate?
Back in the day they would design for HS20 (AASHTO)
In 1979 the first edition of Ontario Highway Bridge Design Code was published which used the OHBD Truck. I think it was 600 kN. In 2000 the CHBDC superseded the OHBDC with the current loading model.