Tabla 3.5. Factores equivalentes de carga para pavimentos flexibles, ejes tándem, 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	.0001	.0001	.0001	.0000	.0000	.0000
4	17.8	.0005	.0005	.0004	.0003	.0003	.0002
6	26.7	.002	.002	.002	.001	.001	.001
8	35.6	.004	.006	.005	.004	.003	.003
Lo	44.5	.008	.013	.011	.009	.007	.006
12	53.4	.015	.024	.023	.018	.014	.013
14	62.3	.026	.041	.042	.033	.027	.024
16	71.2	.044	.065	.07	.057	.047	.043
18	80.0	.070	.097	.109	.092	.077	.070
20	89.0	.107	.141	.162	.141	.121	.110
22	97.9	.160	.198	.229	.207	.180	.166
24	106.8	.231	.273	.315	.292	.260	.242
26	115.7	.327	.370	.420	.401	.364	.342
28	124.6	.451	.493	.548	.534	.495	.470
30	133.5	.611	.648	.703	.695	.658	.633
32	142.4	.813	.843	.889	.887	.857	.834
34	151.3	1.06	1.08	1.11	1.11	1.09	1.08
36	160.0	1.38	1.38	1.38	1.38	1.38	1.38
38	169.1	1.75	1.73	1.69	1.68	1.70	1.73
40	178.0	2.21	2.16	2.06	2.03	2.08	2.14
42	186.9	2.76	2.67	2.49	2.43	2.51	2.61
44	195.8	3.41	3.27	2.99	2.88	3.00	3.16
46	204.7	4.18	3.98	3.58	3.40	3.55	3.79
48	213.6	5.08	4.80	4.25	3.98	4.17	4.49
So	222.5	6.12	5.76	5.03	4.64	4.86	5.28
52	231.4	7.33	6.87	5.93	5.38	5.63	6.17
54	240.3	8.72	8.14	6.95	6.22	6.47	7.15
56	249.2	10.3	9.6	8.1	7.2	7.4	8.2
58	258.1	12.1	11.3	9.4	8.2	8.4	9.4
60	267.0	14.2	13.1	10.9	9.4	9.6	10.7
62	275.9	16.5	15.3	12.6	10.7	10.8	12.1
64	284.7	19.1	17.6	14.5	12.2	12.2	13.7
66	293.6	22.1	20.3	16.6	13.8	13.7	15.4
68	302.5	25.3	23.3	18.9	15.6	15.4	17.2
70	311.4	29.0	26.6	21.5	17.6	17.2	19.2
72	320.3	33.0	30.3	24.4	19.8	19.2	21.3
74	329.2	37.5	34.4	27.6	22.2	21.6	23.6
76	338.1	42.5	38.9	31.1	24.8	23.7	26.1
78	347.0	48.0	43.9	35.0	27.8	26.2	28.8
80	355.9	54.0	49.4	39.2	30.9	29.0	31.7
82	364.8	60.6	55.4	43.9	34.4	32.0	34.8
84	373.7	67.8	61.9	49.0	38.2	35.3	38.1
86	382.6	75.7	69.1	54.5	42.3	38.8	41.7
88	391.5	84.3	76.9	60.6	46.8	42.6	45.6
90	400.4	93.7	85.4	67.1	51.7	46.8	49.7