Tabla 3.16. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt = 3.0

Carga por eje					D	pulg	(mm)
(kips)	(KN)	6.0	7.0	8.0	9.0	1.0	11.0	12.0	13.0	14.0
		(152.4)	(177.8)	(203.2)	(228.6)	(254.0)	279.4)	(304.8)	(330.2)	(355.6)
2	8.9	.0003	.0002	.0002	.0002	.0002	.0002	.0002	.0002	.0002
4	17.8	.003	.003	.002	.002	.002	.002	.002	.002	.002
6	26.7	.014	.012	.011	.010	.010	.010	.010	.010	.010
8	35.6	.045	.038	.034	.033	.032	.032	.032	.032	.032
10	44.5	.111	.095	.087	.083	.081	.081	.080	.080	.080
12	53.4	.228	.202	.186	.179	.176	.174	.174	.174	.173
14	62.3	.408	.378	.355	.344	.340	.337	.337	.336	.336
16	71.2	.660	.640	.619	.608	.603	.600	.599	.599	.599
18	80.0	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
20	89.0	1.46	1.47	1.52	1.55	1.57	1.58	1.58	1.59	1.59
22	97.9	2.07	2.06	2.18	2.29	2.35	2.38	2.40	2.41	2.41
24	106.8	2.90	2.81	3.00	3.23	3.38	3.47	3.51	3.53	3.54
26	115.7	4.00	3.77	4.01	4.40	4.70	4.87	4.96	5.01	5.04
28	124.6	5.43	4.99	5.23	5.80	6.31	6.65	6.83	6.93	6.98
30	133.5	7.27	6.53	6.72	7.46	8.25	8.83	9.17	9.36	9.46
32	142.4	9.59	8.47	8.53	9.42	10.54	11.44	12.03	12.37	12.56
34	151.3	12.5	10.9	10.7	11.7	13.2	14.5	15.5	16.0	16.4
36	160.0	16.0	13.8	13.4	14.4	16.2	18.1	19.5	20.4	21.0
38	169.1	20.4	17.4	16.7	17.7	19.8	22.2	24.2	25.6	26.4
40	178.0	25.6	21.8	20.6	21.5	23.8	26.8	29.5	31.5	32.9
42	186.9	31.8	26.9	25.3	26.0	28.5	32.0	35.5	38.4	40.3
44	195.8	39.2	33.1	30.8	31.3	33.9	37.9	42.3	46.1	48.8
46	204.7	47.8	40.3	37.2	37.5	40.1	44.5	49.8	54.7	58.5
48	213.6	57.9	48.6	44.8	44.7	47.3	52.1	58.2	64.3	69.4
50	222.5	69.6	58.4	53.6	53.1	55.6	60.6	67.6	75.0	81.4