Tabla 3.2. Factores equivalentes de carga para pavimentos flexibles, ejes tándem, pt = 2.0

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	.0000	.0000	.0000	.0000	.0000	.0000
4	17.8	.0003	.0003	.0003	.0002	.0002	.0002
6	26.7	.001	.001	.001	.001	.001	.001
8	35.6	.003	.003	.003	.003	.003	.002
10	44.5	.007	.008	.008	.007	.006	.006
12	53.4	.013	.016	.016	.014	.013	.012
14	62.3	.024	.029	.029	.026	.024	.023
16	71.2	.041	.048	.050	.046	.042	.040
18	80.0	.066	.077	.081	.075	.069	.066
20	89.0	.103	.117	.124	.117	.109	.105
22	97.9	.156	.171	.183	.174	.164	.158
24	106.8	.227	.244	.260	.252	.239	.231
26	115.7	.322	.340	.360	.353	.338	.329
28	124.6	.447	.465	.487	.481	.466	.455
30	133.5	.607	.623	.646	.643	.627	.617
32	142.4	.810	.823	.843	.842	.829	.819
34	151.3	1.06	1.07	1.08	1.08	1.08	1.07
36	160.0	1.38	1.38	1.38	1.38	1.38	1.38
38	169.1	1.76	1.75	1.73	1.72	1.73	1.74
40	178.0	2.22	2.19	2.15	2.13	2.16	2.18
42	186.9	2.77	2.73	2.64	2.62	2.66	2.70
44	195.8	3.42	3.36	3.23	3.18	3.24	3.31
46	204.7	4.20	4.11	3.92	3.83	3.91	4.02
48	213.6	5.10	4.98	4.72	4.58	4.68	4.83
50	222.5	6.15	5.99	5.64	5.44	5.56	5.77
52	231.4	7.37	7.16	6.71	6.43	6.56	6.83
54	240.3	8.77	8.51	7.93	7.55	7.69	8.03
56	249.2	10.4	10.1	9.3	8.8	9.0	9.4
58	258.1	12.2	11.8	10.9	10.3	10.4	10.9
60	267.0	14.3	13.8	12.7	11.9	12.0	12.6
62	275.9	16.6	16.0	14,7	13.7	13.8	14.5
64	284.7	19.3	18.6	17,0	15.8	15.8	16.6
66	293.6	22.2	21.4	19.6	18.0	18.0	18.9
68	302.5	25.5	24.6	22.4	20.6	20.5	21.5
70	311.4	29.2	28.1	25.6	23.4	23.2	24.3
72	320.3	33.3	32.0	29.1	26.5	26.2	27.4
74	329.2	37.8	36.4	33.0	30.0	29.4	30.8
76	338.1	42.8	41,2	37.3	33.8	33.1	34.5
78	347.0	48.4	46.5	42.0.	38.0	37.0	38.6
80	355.9	54.4	52.3	47.2	42.5	41.3	43.0
82	364.8	61.1	58.7	52.9	47.6	46.0	47.8
84	373.7	68.4	65.7	59.2	53.0	51.2	53.0
86	382.6	76.3	73.3	66.0	59.0	56.8	58.6
88	391.5	85.0	81.6	73.4	65.5	62.8	64.7
90	400.4	94.4	90.6	81.5	72.6	69.4	71.3