Tabla 3.13. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt = 2.5

Carga	p/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	.0002	.0002	.0002	.0002	.0002	.0002	.0002	.0002	.0002
4	17.8	.003	.002	.002	.002	.002	.002	.002	.002	.002
6	26.7	.012	.011	.010	.010	.010	.010	.010	.010	.010
8	35.6	.039	.035	.033	.032	.032	.032	.032	.032	.032
10	44.5	.097	.089	.084	.082	.081	.080	.080	.080	.080
12	53.4	.203	.189	.181	.176	.175	.174	.174	.173	.173
14	62.3	.376	.360	.347	.341	.338	.337	.336	.336	.336
16	71.2	.634	.623	.610	.604	.601	.599	.599	.599	.598
18	80.0	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00	1.00
20	89.0	1.51	1.52	1.55	1.57	1.58	1.58	1.59	1.59	1.59
22	97.9	2.21	2.20	2.28	2.34	2.38	2.40	2.41	2.41	2.41
24	106.8	3.16	3.10	3.22	3.36	3.45	3.50	3.53	3.54	3.55
26	115.7	4.41	4.26	4.42	4.67	4.85	4.95	5.01	5.04	5.05
28	124.6	6.05	5.76	5.92	6.29	6.61	6.81	6.92	6.98	7.01
30	133.5	8.16	7.67	7.79	8.28	8.79	9.14	9.35	9.46	9.52
32	142.4	10.8	10.1	10.1	10.7	11.4	12.0	12.3	12.6	12.7
34	151.3	14.1	13.0	12.9	13.6	14.6	15.4	16.0	16.4	16.5
36	160.0	18.2	16.7	16.4	17.1	18.3	19.5	20.4	21.0	21.3
38	169.1	23.1	21.1	20.6	21.3	22.7	24.3	25.6	26.4	27.0
40	178.0	29.1	26.5	25.7	26.3	27.9	29.9	31.6	32.9	33.7
42	186.9	36.2	32.9	31.7	32.2	34.0	36.3	38.7	40.4	41.6
44	195.8	44.6	40.4	38.8	39.2	41.0	43.8	46.7	49.1	50.8
46	204.7	54.5	49.3	47.1	47.3	49.2	52.3	55.9	59.0	61.4
48	213.6	66.1	59.7	56.9	56.8	58.7	62.1	66.3	70.3	73.4
50	222.5	79.4	71.7	68.2	67.8	69.6	73.3	78.1	83.0	87.1