Tabla 3.10. Factores equivalentes de carga para pavimentos rígidos, ejes simples, pt = 2.0

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	.0002	.0002	.0002	.0002	.0002	.0002	.0002	.0002	.0002
4	17.8	.002	.002	.002	.002	.002	.002	.002	.002	.002
6	26.7	.011	.010	.010	.010	.010	.010	.010	.010	.010
8	35.6	.035	.033	.032	.032	.032	.032	.032	.032	.032
10	44.5	.087	.084	.082	.081	.080	.080	. 080	.080	.080
12	53.4	.186	.180	.176	.175	.174	.174	.173	.173	.173
14	62.3	.353	.346	.341	.338	.337	.336	.336	.336	.336
16	71.2	.614	.609	.604	.601	.599	.599	.598	.598	.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	1.55	1.56	1.57	1.58	1.58	1.59	1.59	1.59	1.59
22	97.9	2.32	2.32	2.35	2.38	2.40	2.41	2.41	2.41	2.42
24	106.8	3.37	3.34	3.40	3,47	3.51	3.53	3.54	3.55	3.55
26	115.7	4.76	4.69	4.77	4.88	4.97	5.02	5.04	5.06	5.06
28	124.6	6.58	6.44	6.52	6.70	6.85	6.94	7.00	7.02	7.04
30	133.5	8.92	8.68	8.74	8.98	9.23	9.39	9.48	9.54	9.56
32	142.4	11.9	11.5	11.5	11.8	12.2	12.4	12.6	12.7	12.7
34	151.3	15.5	15,0	14.9	15.3	15.8	16.2	16.4	16.6	16.7
36	160.0	20.1	19.3	19.2	19.5	20.1	20.7	21.1	21.4	21.5
38	169.1	25.6	24.5	24.3	24.6	25.4	26.1	26.7	27.1	27.4
40	178.0	32.2	30.8	30.4	30.7	31.6	32.6	33.4	34.0	34.4
42	186.9	40.1	38.4	37.7	38.0	38.9	40.1	41.3	42.1	42,7
44	195.8	49.4	47.3	46.4	46.6	47.6	49.0	50.4	51.6	52.4
46	204.7	60.4	57.7	56.6	56.7	57.7	59.3	61.1	62.6	63.7
48	213.6	73.2	69.9	68.4	68.4	69.4	71.2	73.3	75.3	76.8
50	222.5	88.0	84.1	82.2	82.0	83.0	84.9	87.4	89.8	91.7