Intersection
Intersection Delay, s/veh	15.3
Intersection LOS	C
Approach	EB		WB		SE
Entry Lanes	2		1		2
Conflicting Circle Lanes	2		2		2
Adj Approach Flow, veh/h	1245		928		465
Demand Flow Rate, veh/h	1257		938		470
Vehicles Circulating, veh/h	470		0		660
Vehicles Exiting, veh/h	660		1727		0
Follow-Up Headway, s	3.186		3.186		3.186
Ped Vol Crossing Leg, #/h	5		0		0
Ped Cap Adj	0.997		1.000		1.000
Approach Delay, s/veh	23.3		7.4		9.5
Approach LOS	C		A		A
Lane	Left	Right	Left	Bypass	Left	Right
Designated Moves	LT	TR	T	R	L	LTR
Assumed Moves	LT	TR	T	R	L	LTR
RT Channelized				Free
Lane Util	0.470	0.530	1.000		0.530	0.470
Critical Headway, s	4.293	4.113	4.113		4.293	4.113
Entry Flow, veh/h	591	666	660	278	249	221
Cap Entry Lane, veh/h	794	813	1130	1919	689	712
Entry HV Adj Factor	0.990	0.990	0.990	0.990	0.990	0.989
Flow Entry, veh/h	585	660	653	275	246	219
Cap Entry, veh/h	783	803	1119	1900	682	704
V/C Ratio	0.747	0.822	0.584	0.145	0.362	0.310
Control Delay, s/veh	20.6	25.7	10.6	0.0	10.0	9.0
LOS	C	D	B	A	B	A
95th %tile Queue, veh	7	9	4	1	2	1