Fatigue Performance Assessment of Composite Arch Bridge Suspenders Based on Actual Vehicle Loads

Table 7

Transverse distribution of the traffic flow.

Axle number	V21	V22	V23	V31	V32	V41	V42	V51	V61	V62
Lane 1	0.60	0.23	0.09	0.02	0.01	0.02	0.01	0.02	0.01	0.01
Lane 2	0.54	0.21	0.08	0.01	0.01	0.01	0.01	0.01	0.01	0.01