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

Table 3

Ratios for equation (9) and the 15 sites.

Site	Moment			Left shear			Right shear
	0%	10%	20%	0%	10%	20%	0%	10%	20%
2	0.61	0.62	0.62	0.65	0.65	0.62	0.70	0.68	0.65
20	0.68	0.71	0.68	0.70	0.66	0.64	0.72	0.71	0.67
22	0.67	0.65	0.68	0.70	0.65	0.68	0.67	0.64	0.65
25	0.61	0.62	0.63	0.63	0.63	0.63	0.63	0.65	0.68
60	0.66	0.63	0.63	0.68	0.65	0.65	0.67	0.67	0.69
70	0.66	0.67	0.72	0.71	0.67	0.78	0.69	0.67	0.74
88	0.74	0.65	0.63	0.61	0.67	0.63	0.74	0.71	0.61
89	0.64	0.66	0.74	0.63	0.68	0.74	0.69	0.68	0.77
90	0.67	0.68	0.73	0.69	0.70	0.73	0.71	0.74	0.77
95	0.72	0.77	0.77	0.74	0.78	0.79	0.76	0.77	0.76
96	0.71	0.75	0.72	0.75	0.75	0.75	0.77	0.77	0.74
111	0.67	0.73	0.75	0.71	0.75	0.81	0.72	0.77	0.80
112	0.67	0.77	0.80	0.68	0.75	0.76	0.7	0.8	0.80
115	0.72	0.63	0.67	0.77	0.64	0.65	0.67	0.65	0.70
816	0.67	0.69	0.73	0.73	0.70	0.71	0.67	0.69	0.75
Average	0.67	0.68	0.70	0.69	0.69	0.70	0.70	0.71	0.72
Final value									0.70