Research Article
Operational Efficiency Evaluation of Intersections with Dynamic Lane Assignment Using Field Data
Table 13
Comparison of results between the proposed model and field survey.
| Intersection | Lane | Proposed adjustment model | Field survey | Percentage of difference | | | | | | |
| 1 | Group 1 | 0.937 | — | 0.935 | 0.971 | 0.851 | — | 0.828 | 2.74% | 2 | 0.890 | — | 0.888 | 0.948 | 0.749 | — | 0.759 | −1.29% | 3 | 0.903 | — | 0.882 | 0.945 | 0.753 | — | 0.736 | 2.26% | 4 | 0.925 | — | 0.879 | 0.945 | 0.768 | — | 0.758 | 1.37% | 5 | 0.870 | — | 0.879 | 0.946 | 0.723 | — | 0.780 | −7.25% |
| 1 | Group 3 | — | 0.948 | — | — | — | 0.948 | 0.944 | 0.42% | 2 | — | 0.907 | — | — | — | 0.907 | 0.889 | 2.02% | 3 | — | 0.901 | — | — | — | 0.901 | 0.871 | 3.44% | 4 | — | 0.899 | — | — | — | 0.899 | 0.903 | −0.44% | 5 | — | 0.899 | — | — | — | 0.899 | 0.901 | −0.22% |
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Note: group 1 and 3 are the variable lane and the adjacent lane with different lane-use (see Figure 3).
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