Tabla 3.7. Factores equivalentes de carga para pavimentos flexibles, ejes simples, pt = 3.0

Carga por eje			SN	pulg	(mm)
(kips)	(KN)	1.0 (25.4)	2.0 (50.8)	3.0 (76.2)	4.0 (101.6)	5.0 (127.0)	6.0 (152.4)
2	8.9	.0008	.0009	.0006	.0003	.0002	.0002
4	17.8	.004	.008	.006	.004	.002	.002
6	26.7	.014	.030	.028	.018	.012	.010
8	35.6	.035	.070	.080	.055	.040	.034
10	44.5	.082	.132	.168	.132	.101	.086
12	53.4	.173	.231	.296	.260	.212	.187
14	62.3	.332	.388	.468	.447	.391	.358
16	71.2	.594	.633	.695	.693	.651	.622
18	80.0	1.00	1.00	1.00	1.00	1.00	1.00
20	89.0	1.60	1.53	1.41	1.38	1.44	1.51
22	97.9	2.47	2.29	1.96	1.83	1.97	2.16
24	106.8	3.67	3.33	2.69	2.39	2.6	2.96
26	115.7	5.29	4.72	3.65	3.08	3.33	3.91
28	124.6	7.43	6.56	4.88	3.93	4.17	5.00
30	133.5	10.2	8.9	6.5	5.0	5.1	6.3
32	142.4	13.8	12.0	8.4	6.2	6.3	7.7
34	151.3	18.2	15.7	10.9	7.8	7.6	9.3
36	160.0	23.8	20.4	14.0	9.7	9.1	11.0
38	169.1	30.6	26.2	17.7	11.9	11.0	13.0
40	178.0	38.8	33.2	22.2	14.6	13.1	15.3
42	186.9	48.8	41.6	27.6	17.8	15.5	17.8
44	195.8	60.6	51.6	34.0	21.6	18.4	20.6
46	204.7	74.7	63.4	41.5	26.1	21.6	23.8
48	213.6	91.2	77.3	50.3	31.3	25.4	27.4
50	222.5	110	94	61	37	30	32