Tabla 3.9. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, 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	.0001	.0001	.0001	.0000	.0000	.0000
4	17.8	.0005	.0004	.0003	.0002	.0001	.0001
6	26.7	.001	.001	.001	.001	.001	.001
8	35.6	.003	.004	.002	.001	.001	.001
lo	44.5	.005	.008	.005	.003	.002	.002
12	53.4	.007	.014	.010	.006	.004	.003
14	62.3	.011	.023	.018	.011	.007	.006
16	71.2	.016	.035	.030	.018	.013	.010
18	80.0	.022	.050	.047	.029	.020	.017
20	89.0	.031	.069	.069	.044	.031	.026
22	97.9	.043	.090	.097	.065	.046	.039
24	106.8	.059	.116	.132	.092	.066	.056
26	115.7	.079	.145	.174	.126	.092	.078
28	124.6	.104	.179	.223	.168	.126	.107
30	133.5	.136	.218	.279	.219	.167	.143
32	142.4	.176	.265	.342	.279	.218	.188
34	151.3	.226	.319	.413	.350	.279	.243
36	160.0	.286	.382	.491	.432	.352	.310
38	169.1	.359	.456	.577	.524	.437	.389
40	178.0	.447	.543	.671	.626	.536	.483
42	186.9	.550	.643	.775	.740	.649	.593
44	195.8	.673	.760	.889	.865	.777	.720
46	204.7	.817	.894	1.014	1.001	.920	.865
48	213.6	.984	1.048	1.152	1.148	1.08	1.03
50	222.5	1.18	1.23	1.30	1.31	1.26	1.22
52	231.4	1.40	1.43	1.47	1.48	1.45	1.43
54	240.3	1.66	1.66	1.66	1.66	1.66	1.66
56	249.2	1.95	1.92	1.86	1.85	1.88	1.91
58	258.1	2.28	2.21	2.09	2.06	2.13	2.2
60	267.0	2.66	2.54	2.34	2.28	2.39	2.5
62	275.9	3.08	2.92	2.61	2.52	2.66	2.84
64	284.7	3.56	3.33	2.92	2.77	2.96	3.19
66	293.6	4.09	3.79	3.25	3.04	3.27	3.58
68	302.5	4.68	4.31	3.62	3.33	3.6	4.00
70	311.4	5.34	4.88	4.02	3.64	3.94	4.44
72	320.3	6.08	5.51	4.46	3.97	4.31	4.91
74	329.2	6.89	6.21	4.94	4.32	4.69	5.40
76	338.1	7.78	6.98	5.47	4.7	5.09	5.93
78	347.0	8.76	7.83	6.04	5.11	5.51	6.48
80	355.9	9.84	8.75	6.67	5.54	5.96	7.06
82	364.8	11.0	9.8	7.4	6	6.4	7.7
84	373.7	12.3	10.9	8.1	6.5	6.9	8.3
86	382.6	13.7	12.1	8.9	7.0	7.4	9.0
89	391.5	15.3	13.4	9.8	7.6	8.0	9.6
90	400.4	16.9	14.8	10.7	8.2	8.5	10.4