Implementing Estimation of Capacity for Freeway Sections

Table 5

The statistics of flow rate after breakdown.

Lane location	25% percentile	Median (pcu/h/lane)	Mean (pcu/h/lane)	75% percentile	Std. deviation	Minimum (pcu/h/lane)	Maximum (pcu/h/lane)
First lane inside	1834	1863	1875	1987	132	1611	2085
First lane outside	1832	1893	1879	1992	139	1611	2085