[Retracted] Calibration of the Live Load Factor for Highway Bridges with Different Requirements of Loading

Table 1

The calculation results for the top 5 sites selected as an example.

Site ID	ADTT	Maximum GVW (kN)	Maximum AL (kN)	Maximum moment (kN∗m)	Maximum left shear (kN)	Maximum right shear (kN)
60	13,566	574.24	182.81	545.26	59.82	59.82
10	12,995	602.26	188.60	784.23	85.74	85.74
96	12,658	585.36	192.15	583.51	67.07	67.07
95	11,843	577.35	187.71	583.64	71.06	71.06
74	11,596	579.13	182.81	587.80	63.29	63.29