Tabla 3.8. Factores equivalentes de carga para pavimentos flexibles, ejes tándem, 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	.0002	.0002	.0001	.0001	.0000	.0000
4	17.8	.001	.001	.001	.000	.000	.000
6	26.7	.003	.004	.003	.002	.001	.001
8	35.6	.006	.011	.009	.005	.003	.003
10	44.5	.011	.024	.020	.012	.008	.007
12	53.4	.019	.042	.039	.024	.017	.014
14	62.3	.031	.066	.068	.045	.032	.026
16	71.2	.049	.096	.109	.076	.055	.046
18	80.0	.075	.134	.164	.121	.090	.076
20	89.0	.113	.181	.232	.182	.139	.119
22	97.9	.166	.241	.313	.260	.205	.178
24	106.8	.238	.317	.407	.358	.292	.257
26	115.7	.333	.413	.517	.476	.402	.360
28	124.6	.457	.534	.643	.614	.538	.492
30	133.5	.616	.684	.788	.773	.702	.656
32	142.4	.817	.870	.956	.953	.896	.855
34	151.3	1.07	1.10	1.15	1.15	1.12	1.09
36	160.0	1.38	1.38	1.38	1.38	1.38	1.38
38	169.1	1.75	1.71	1.64	1.62	1.66	1.70
40	178.0	2.21	2.11	1.94	1.89	1.98	2.08
42	186.9	2.75	2.59	2.29	2.19	2.33	2.50
44	195.8	3.39	3.15	2.70	2.52	2.71	2.97
46	204.7	4.15	3.81	3.16	2.89	3.13	3.50
48	213.6	5.04	4.58	3.70	3.29	3.57	4.07
50	222.5	6.08	5.47	4.31	3.74	4.05	4.70
52	231.4	7.27	6.49	5.01	4.24	4.57	5.37
54	240.3	8.65	7.67	5.81	4.79	5.13	6.10
56	249.2	10.2	9.0	6.7	5.4	5.7	6.9
58	258.1	12.0	10.6	7.7	6.1	6.4	7.7
60	267.0	14.1	12.3	8.9	6.8	7.1	8.6
62	275.9	16.3	14.3	10.2	7.7	7.8	9.5
64	284.7	18.9	16.4	11.6	8.6	8.6	10.5
66	293.6	21.8	18.9	13.2	9.6	9.5	11.6
68	302.5	25.1	21.7	15.0	10.7	10.5	12.7
70	311.4	28.7	24.7	17.0	12.0	11.5	13.9
72	320.3	32.7	28.1	19.2	13.3	12.6	15.2
74	329.2	37.2	31.9	21.6	14.8	13.8	16.5
76	338.1	42.1	36.0	24.3	16.4	15.1	17.9
78	347.0	47.5	40.6	27.3	18.2	16.5	19.4
80	355.9	53.4	45.7	30.5	20.1	18.0	21.0
82	364.8	60.0	51.2	34.0	22.2	19.6	22.7
84	373.7	67.1	57.2	37.9	24.6	21.3	24.5
86	382.6	74.9	63.8	42.1	27.1	23.2	26.4
88	391.5	83.4	71.0	46.7	29.8	25.2	28.4
90	400.4	92.7	79.8	51.7	32.7	27.4	30.5