Tabla 3.11. Factores equivalentes de carga para pavimentos rígidos, ejes tándem, pt = 2.0

Carga por eje					D	pulg	(mm)
(kips)	(KN)	6.0	7.0	8.0	9.0	10.0	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	.0001	.0001	.0001	.0001	.0001	.0001	.0001	.0001	.0001
4	17.8	.0006	.0005	.0005	.0005	.0005	.0005	.0005	.0005	.0005
6	26.7	.002	.002	.002	.002	.002	.002	.002	.002	.002
8	35.6	.006	.006	.005	.005	.005	.005	.005	.005	.005
10	44.5	.014	.013	.013	.012	.012	.012	.012	.012	.012
12	53.4	.028	.026	.026	.025	.025	.025	.025	.025	.025
14	62.3	.051	.049	.048	.047	.047	.047	.047	.047	.047
16	71.2	.087	.084	.082	.081	.081	.080	.080	.080	.080
18	80.0	.141	.136	.133	.132	.131	.131	.131	.131	.131
20	89.0	.216	.210	.206	.204	.203	.203	.203	.203	.203
22	97.9	.319	.313	.307	.305	.304	.303	.303	.303	.303
24	106.8	.454	.449	.444	.441	.440	.439	.439	.439	.439
21	115.7	.629	.626	.622	.620	.618	.618	.618	.618	.618
28	124.6	.852	.851	.850	.850	.850	.849	.849	.849	.849
30	133.5	1.13	1.13	1.14	1.14	1.14	1.14	1.14	1.14	1.14
32	142.4	1.48	1.48	1.49	1.50	1.51	1.51	1.51	1.51	1.51
34	151.3	1.90	1.90	1.93	1.95	1.96	1.97	1.97	1.97	1.97
36	160.0	2.42	2.41	2.45	2.49	2.51	2.52	2.53	2.53	2.53
38	169.1	3.04	3.02	3.07	3.13	3.17	3.19	3.20	3.20	3.21
40	178.0	3.79	3.74	3.80	3.89	3.95	3.98	4.00	4.01	4.01
42	186.9	4.67	4.59	4.66	4.78	4.87	4.93	4.95	4.97	4.97
44	195.8	5.72	5.59	5.67	5.82	5.95	6.03	6.07	6.09	6.10
46	204.7	6.94	6.76	6.83	7.02	7.20	7.31	7.37	7.41	7.43
48	213.6	8.36	8.12	8.17	8.40	8.63	8.79	8.88	8.93	8.96
50	222.5	10.00	9.69	9.72	9.98	10.27	10.49	10.62	10.69	10.73
52	231.4	11.9	11.5	11.5	11.8	12.1	12.4	12.6	12.7	12.8
54	240.3	14.0	13.5	13.5	13.8	14.2	14.6	14.9	15.0	15.1
56	249.2	16.5	15.9	15.8	16.1	16.6	17.1	17.4	17.6	17.7
58	258.1	19.3	18.5	18.4	18.7	19.3	19.8	20.3	20.5	20.7
60	267.0	22.4	21.5	21.3	21.6	22.3	22.9	23.5	23.8	24.0
62	275.9	25.9	24.9	24.6	24.9	25.6	26.4	27.0	27.5	27.7
64	284.7	29.9	28.6	28.2	28.5	29.3	30.2	31.0	31.6	31.9
66	293.6	34.3	32.8	32.3	32.6	33.4	34.4	35.4	36.1	36.5
68	302.5	39.2	37.5	36.8	37.1	37.9	39.1	40.2	41.1	41.6
70	311.4	44.6	42.7	41.9	42.1	42.9	44.2	45.5	46.6	47.3
72	320.3	50.6	48.4	47.5	47.6	48.5	49.9	51.4	52.6	53.5
74	329.2	57.3	54.7	53.6	53.6	54.6	56.1	57.7	59.2	60.3
76	338.1	64.6	61.7	60.4	60.3	61.2	62.8	64.7	66.4	67.7
78	347.0	72.5	69.3	67.8	67.7	68.6	70.2	72.3	74.3	75.8
80	355.9	81.3	77.6	75.9	75.7	76.6	78.3	80.6	82.8	84.7
82	364.8	90.9	86.7	84.7	84.4	85.3	87.1	89.6	92.1	94.2
84	373.7	101.	97.	94.	94.	95.	97.	99.	102.	105.
86	382.6	113.	107.	105.	104.	105.	107.	110.	113.	116.
88	391.5	125.	119.	116.	116.	116.	118.	121.	125.	128.
90	400.4	138.	132.	129.	128.	129.	131.	134.	137.	141.