A Traffic Assignment Model Based on Link Densities

Table 7

Equilibrium Link Assignments, Both Approaches (high congestion).

Link	Maximum flow for Density-Based model	Flow-Based Model		Density-Based Model
		ca	fa	ca	fa
1	625	0.2002	663.2872	0.2025	624.9073
2	625	0.0306	546.7128	0.0312	575.0042
3	625	0.3090	551.9899	0.3662	619.6738
4	625	0.1122	637.6172	0.1366	615.7452
5	625	0.0748	637.6116	0.0636	583.4237
6	625	0.1848	0.0028	0.1800	0.0000
7	625	0.0801	663.2872	0.0810	624.9073
8	625	0.4422	698.0101	0.5160	593.4209
9	625	0.1332	461.0855	0.1498	554.7684
10	625	0.2053	0.0056	0.2000	0.0000
11	625	0.0748	637.6089	0.0633	581.1875
12	625	0.0801	663.2899	0.0758	623.0643
13	625	0.0643	572.2073	0.0542	482.7217
14	625	0.0643	572.2129	0.0595	551.0790
15	625	0.0678	596.6946	0.0646	589.3545
16	625	0.0996	586.8883	0.0864	530.3997
17	625	0.0996	586.8883	0.0864	530.3997
18	625	0.0705	613.1272	0.0591	546.7634
19	625	0.0411	0.0154	0.0400	0.0000