Vehicle Load Spectrum and Fatigue Vehicle Model of a Long-Span Concrete-Filled Steel Tube (CFST) Arch Bridge Based on Measured Data of Weight-In-Motion System

Table 4

Distribution of representative vehicle types on lanes.

Model	Lane 1		Lane 2		Lane 3		Lane 4		Total
	Quantity	Proportion (%)	Quantity	Proportion (%)	Quantity	Proportion (%)	Quantity	Proportion (%)	Quantity	Proportion (%)
V1	454	11.38	857	48.78	681	42.35	529	11.73	2521	18.53
V2	192	4.81	244	13.89	210	13.06	227	5.03	873	6.42
V3	301	7.54	276	15.71	325	20.21	301	6.67	1202	8.83
V4	113	2.83	21	1.20	18	1.12	162	3.59	314	2.31
V5	592	14.84	66	3.76	83	5.16	784	17.38	1526	11.22
V6	403	10.10	96	5.46	74	4.60	579	12.84	1152	8.47
V7	843	21.13	87	4.95	99	6.16	783	17.36	1777	13.06
V8	281	7.04	66	3.76	75	4.66	201	4.46	622	4.57
V9	17	0.43	9	0.51	18	1.12	9	0.20	1810	13.30
V10	657	16.47	11	0.63	6	0.37	767	17.00	1441	10.59
V11	137	3.43	24	1.37	19	1.18	169	3.75	368	2.70