Operational Efficiency Evaluation of Intersections with Dynamic Lane Assignment Using Field Data

Table 6

Adjustment of variable lane saturation flow rate for the unequal distribution of traffic.

Intersection	Sample size	Minimum	Maximum	Mean	Std. deviation
1	360	0.40	1.00	0.937	0.133
2	190	0.50	1.00	0.890	0.107
3	190	0.38	1.00	0.903	0.157
4	190	0.36	1.00	0.925	0.146
5	170	0.46	1.00	0.870	0.116
Average	1100	0.36	1.00	0.911	0.134