Tabla 3.3. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, 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	.0001	.0001	.0001	.0001	.0001	.0001
6	26.7	.0004	.0004	.0003	.0003	.0003	.0003
8	35.6	.0009	.0010	.0009	.0008	.0007	.0007
10	44.5	.002	.002	.002	.002	.002	.001
12	53.4	.004	.004	.004	.003	.003	.003
14	62.3	.006	.007	.007	.006	.006	.005
16	71.2	.010	.012	.012	.010	.009	.009
18	80.0	.016	.019	.019	.017	.015	.015
20	89.0	.024	.029	.029	.026	.024	.023
22	97.9	.034	.042	.042	.038	.035	.034
24	106.8	.049	.058	.060	.055	.051	.048
26	115.7	.068	.080	.083	.077	.071	.068
28	124.6	.093	.107	.113	.105	.098	.094
30	133.5	.125	.140	.149	.140	.131	.126
32	142.4	.164	.182	.194	.184	.173	.167
34	151.3	.213	.233	.248	.238	.225	.217
36	160.0	.273	.294	.313	.303	.288	.279
38	169.1	.346	.368	.390	.381	.364	.353
40	178.0	.434	.456	.481	.473	.454	.443
42	186.9	.538	.560	.587	.580	.561	.548
44	195.8	.662	.682	.710	.705	.686	.673
46	204.7	.807	.825	.852	.849	.831	.818
48	213.6	.976	.992	1.015	1.014	.999	.987
so	222.5	1.17	1.18	1.20	1.20	1.19	1.18
52	231.4	1.40	1.40	1.42	1.42	1.41	1.40
54	240.3	1.66	1.66	1.66	1.66	1.66	1.66
56	249.2	1.95	1.95	1.93	1.93	1.94	1.94
58	258.1	2.29	2.27	2.24	2.23	2.25	2.27
60	267.0	2.67	2.64	2.59	2.57	2.60	2.63
62	275.9	3.10	3.06	2.98	2.95	2.99	3.04
64	284.7	3.59	3.53	3.41	3.37	3.42	3.49
66	293.6	4.13	4.05	3.89	3.83	3.9	3.99
68	302.5	4.73	4.63	4.43	4.34	4.42	4.54
70	311.4	5.40	5.28	5.03	4.90	5.00	5.15
72	320.3	6.15	6.00	5.68	5.52	5.63	5.82
74	329.2	6.97	6.79	6.41	6.20	6.33	6.56
76	338.1	7.88	7.67	7.21	6.94	7.08	7.36
78	347.0	8.88	8.63	8.09	7.75	7.90	8.23
80	355.9	9.98	9.69	9.05	8.63	8.79	9.18
82	364.8	11.2	10.8	10.1	9.60	9.80	10.2
84	373.7	12.5	12.1	11.2	10.6	10.8	11.3
86	382.6	13.9	13.5	12.5	11.8	11.9	12.5
88	391.5	15.5	15.5	13.8	13.0	13.2	13.8
90	400.4	17.2	16.6	15.3	14.3	14.5	15.2