Tabla 3.6. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, pt = 2.5

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	.0000	.0000	.0000	.0000	.0000	.0000
4	17.8	.0002	.0002	.0002	.0001	.0001	.0001
6	26.7	.0006	.0007	.0005	.0004	.0003	.0003
8	35.6	.001	.002	.001	.001	.001	.001
10	44.5	.003	.004	.003	.002	.002	.002
12	53.4	.005	.007	.006	.004	.003	.003
14	62.3	.008	.012	.01	.008	.006	.006
16	71.2	.012	.019	.018	.013	.011	.010
18	80.0	.018	.029	.028	.021	.017	.016
20	89.0	.027	.042	.042	.032	.027	.024
22	97.9	.038	.058	.060	.048	.040	.036
24	106.8	.053	.078	.084	.068	.057	.051
26	115.7	.072	.103	.114	.095	.080	.072
28	124.6	.098	.133	.151	.128	.109	.099
30	133.5	.129	.169	.195	.170	.145	.133
32	142.4	.169	.123	.247	.220	.191	.175
34	151.3	.219	.266	.308	.281	.246	.228
36	160.0	.279	.329	.379	.352	.313	.292
38	169.1	.352	.403	.461	.436	.393	.368
40	178.0	.439	.491	.554	.533	.487	.459
42	186.9	.543	.594	.661	.644	.597	.567
44	195.8	.666	.714	.781	.769	.723	.692
46	204.7	.811	.854	.918	.911	.868	.838
48	213.6	.979	1.015	1.072	1.069	1.033	1.005
50	222.5	1.17	1.20	1.24	1.25	1.22	1.20
52	231.4	1.40	1.41	1.44	1.44	1.43	1.41
54	240.3	1.66	1.66	1,66	1.66	1.66	1.66
56	249.2	1.95	1.93	1,90	1.90	1.91	1.93
58	258.1	2.29	2.25	2.17	2.16	2.20	2.24
60	267.0	2.67	2.60	Z48	2.44	2.51	2.58
62	275.9	3.09	3.00	2.82	2.76	2.85	2.95
64	284.7	3.57	3.44	3.19	3.10	3.22	3.36
66	293.6	4.11	3.94	3.61	3.47	3.62	3.81
68	302.5	4.71	4.49	4.06	3.88	4.05	4.30
70	311.4	5.38	5.11	4.57	4.32	4.52	4.84
72	320.3	6.12	5.79	5.13	4.8	5.03	5.41
74	329.2	6.93	6.54	5.74	5.32	5.57	6.04
76	338.1	7.84	7.37	6.41	5.88	6.15	6.71
78	347.0	8.83	8.28	7.14	6.49	6.78	7.43
80	355.9	9.92	9.28	7.95	7.15	7.45	8.21
82	364.8	11.1	10.4	8.8	7.9	8.2	9.0
84	373.7	12.4	11.6	9.8	8.6	8.9	9.9
86	382.6	13.8	12.9	10.8	9.5	9.8	10.9
88	391.5	15.4	14.3	11.9	10.4	10.6	11.9
90	400.4	17.1	15.8	13.2	11.3	11.6	12.9