Tabla 3.4. Factores equivalentes de carga para pavimentos flexibles, ejes simples, pt = 2.5

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	.0004	.0004	.0004	.0004	.0004	.0004
4	17.8	.003	.004	.004	.003	.002	.002
6	26.7	.011	.017	.017	.013	.01	.009
8	35.6	.032	.047	.051	.041	.034	.031
10	44.5	.078	.102	.118	.102	.088	.080
12	53.4	.168	.198	.229	.213	.189	.176
14	62.3	.328	.358	.399	.388	.360	.342
16	71.2	.591	.613	.646	.645	.623	.606
18	80.0	1.00	1.00	1.00	1.00	1.00	1.00
20	89.0	1.61	1.57	1.49	1.47	1.51	1.55
22	97.9	2.48	2.38	2.17	2.09	2.18	2.30
24	106.8	3.69	3.49	3.09	2.89	3.03	3.27
26	115.7	5.33	4.99	4.31	3.91	4.09	4.48
28	124.6	7.49	6.98	5.90	5.21	5,39	5.98
30	133.5	10.3	9.5	7.9	6.8	7.0	7.8
32	142.4	13.9	12.8	10.5	8.8	8.9	10.0
34	151.3	18.4	16.9	13.7	11.3	11.2	12.5
36	160.0	24.0	22.0	17.7	14.4	13.9	15.5
38	169.1	30.9	28.3	22.6	18.1	17.2	19
40	178.0	39.3	35.9	28.5	22.5	21.1	23.0
42	186.9	49.3	45.0	35.6	27.8	25.6	27.7
44	195.8	61.3	55.9	44.0	34.0	31.0	33.1
46	204.7	75.5	68.8	54.0	41.4	37.2	39.3
48	213.6	92.2	83.9	65.7	50.1	44.5	46.5
50	222.5	112	102	79	60	53	55