Tabla 3.8. Factores equivalentes de carga para pavimentos flexibles, ejes tándem, pt = 3.0

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	.0002	.0002	.0001	.0001	.0000	.0000
4	17.8	.001	.001	.001	.000	.000	.000
6	26.7	.003	.004	.003	.002	.001	.001
8	35.6	.006	.011	.009	.005	.003	.003
10	44.5	.011	.024	.020	.012	.008	.007
12	53.4	.019	.042	.039	.024	.017	.014
14	62.3	.031	.066	.068	.045	.032	.026
16	71.2	.049	.096	.109	.076	.055	.046
18	80.0	.075	.134	.164	.121	.090	.076
20	89.0	.113	.181	.232	.182	.139	.119
22	97.9	.166	.241	.313	.260	.205	.178
24	106.8	.238	.317	.407	.358	.292	.257
26	115.7	.333	.413	.517	.476	.402	.360
28	124.6	.457	.534	.643	.614	.538	.492
30	133.5	.616	.684	.788	.773	.702	.656
32	142.4	.817	.870	.956	.953	.896	.855
34	151.3	1.07	1.10	1.15	1.15	1.12	1.09
36	160.0	1.38	1.38	1.38	1.38	1.38	1.38
38	169.1	1.75	1.71	1.64	1.62	1.66	1.70
40	178.0	2.21	2.11	1.94	1.89	1.98	2.08
42	186.9	2.75	2.59	2.29	2.19	2.33	2.50
44	195.8	3.39	3.15	2.70	2.52	2.71	2.97
46	204.7	4.15	3.81	3.16	2.89	3.13	3.50
48	213.6	5.04	4.58	3.70	3.29	3.57	4.07
50	222.5	6.08	5.47	4.31	3.74	4.05	4.70
52	231.4	7.27	6.49	5.01	4.24	4.57	5.37
54	240.3	8.65	7.67	5.81	4.79	5.13	6.10
56	249.2	10.2	9.0	6.7	5.4	5.7	6.9
58	258.1	12.0	10.6	7.7	6.1	6.4	7.7
60	267.0	14.1	12.3	8.9	6.8	7.1	8.6
62	275.9	16.3	14.3	10.2	7.7	7.8	9.5
64	284.7	18.9	16.4	11.6	8.6	8.6	10.5
66	293.6	21.8	18.9	13.2	9.6	9.5	11.6
68	302.5	25.1	21.7	15.0	10.7	10.5	12.7
70	311.4	28.7	24.7	17.0	12.0	11.5	13.9
72	320.3	32.7	28.1	19.2	13.3	12.6	15.2
74	329.2	37.2	31.9	21.6	14.8	13.8	16.5
76	338.1	42.1	36.0	24.3	16.4	15.1	17.9
78	347.0	47.5	40.6	27.3	18.2	16.5	19.4
80	355.9	53.4	45.7	30.5	20.1	18.0	21.0
82	364.8	60.0	51.2	34.0	22.2	19.6	22.7
84	373.7	67.1	57.2	37.9	24.6	21.3	24.5
86	382.6	74.9	63.8	42.1	27.1	23.2	26.4
88	391.5	83.4	71.0	46.7	29.8	25.2	28.4
90	400.4	92.7	79.8	51.7	32.7	27.4	30.5

Tabla 3.6. Factores equivalentes de carga para pavimentos flexibles, ejes trídem, 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	.0000	.0000	.0000	.0000	.0000	.0000
4	17.8	.0002	.0002	.0002	.0001	.0001	.0001
6	26.7	.0006	.0007	.0005	.0004	.0003	.0003
8	35.6	.001	.002	.001	.001	.001	.001
10	44.5	.003	.004	.003	.002	.002	.002
12	53.4	.005	.007	.006	.004	.003	.003
14	62.3	.008	.012	.01	.008	.006	.006
16	71.2	.012	.019	.018	.013	.011	.010
18	80.0	.018	.029	.028	.021	.017	.016
20	89.0	.027	.042	.042	.032	.027	.024
22	97.9	.038	.058	.060	.048	.040	.036
24	106.8	.053	.078	.084	.068	.057	.051
26	115.7	.072	.103	.114	.095	.080	.072
28	124.6	.098	.133	.151	.128	.109	.099
30	133.5	.129	.169	.195	.170	.145	.133
32	142.4	.169	.123	.247	.220	.191	.175
34	151.3	.219	.266	.308	.281	.246	.228
36	160.0	.279	.329	.379	.352	.313	.292
38	169.1	.352	.403	.461	.436	.393	.368
40	178.0	.439	.491	.554	.533	.487	.459
42	186.9	.543	.594	.661	.644	.597	.567
44	195.8	.666	.714	.781	.769	.723	.692
46	204.7	.811	.854	.918	.911	.868	.838
48	213.6	.979	1.015	1.072	1.069	1.033	1.005
50	222.5	1.17	1.20	1.24	1.25	1.22	1.20
52	231.4	1.40	1.41	1.44	1.44	1.43	1.41
54	240.3	1.66	1.66	1,66	1.66	1.66	1.66
56	249.2	1.95	1.93	1,90	1.90	1.91	1.93
58	258.1	2.29	2.25	2.17	2.16	2.20	2.24
60	267.0	2.67	2.60	Z48	2.44	2.51	2.58
62	275.9	3.09	3.00	2.82	2.76	2.85	2.95
64	284.7	3.57	3.44	3.19	3.10	3.22	3.36
66	293.6	4.11	3.94	3.61	3.47	3.62	3.81
68	302.5	4.71	4.49	4.06	3.88	4.05	4.30
70	311.4	5.38	5.11	4.57	4.32	4.52	4.84
72	320.3	6.12	5.79	5.13	4.8	5.03	5.41
74	329.2	6.93	6.54	5.74	5.32	5.57	6.04
76	338.1	7.84	7.37	6.41	5.88	6.15	6.71
78	347.0	8.83	8.28	7.14	6.49	6.78	7.43
80	355.9	9.92	9.28	7.95	7.15	7.45	8.21
82	364.8	11.1	10.4	8.8	7.9	8.2	9.0
84	373.7	12.4	11.6	9.8	8.6	8.9	9.9
86	382.6	13.8	12.9	10.8	9.5	9.8	10.9
88	391.5	15.4	14.3	11.9	10.4	10.6	11.9
90	400.4	17.1	15.8	13.2	11.3	11.6	12.9