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Why does the analysis of a single-lane T intersection approach not produce certain critical values?

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Why does the analysis of a single-lane T intersection approach not produce certain critical values?

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Currently, in cases where there is a single LR shared lane group with no thru lane, the user must add a thru lane with no volume and a corresponding thru phase in phasing design to obtain the values dependent on critical movements, such as lost time/cycle, critical v/c and sum (v/s) critical.

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