HCM 2010 Roundabout

Intersection
Intersection Delay, s/veh	14.2
Intersection LOS	B
Approach	EB		WB		NB	SB
Entry Lanes	2		2		1	1
Conflicting Circle Lanes	2		2		2	2
Adj Approach Flow, veh/h	1724		883		33	27
Demand Flow Rate, veh/h	1741		892		33	27
Vehicles Circulating, veh/h	0		33		1707	888
Vehicles Exiting, veh/h	915		1707		34	37
Follow-Up Headway, s	3.186		3.186		3.186	3.186
Ped Vol Crossing Leg, #/h	4		2		6	0
Ped Cap Adj	0.995		0.998		1.000	1.000
Approach Delay, s/veh	17.7		7.6		12.2	6.4
Approach LOS	C		A		B	A
Lane	Left	Right	Left	Right	Left	Left
Designated Moves	LT	TR	LT	TR	LTR	R
Assumed Moves	LT	TR	LT	TR	LTR	R
RT Channelized
Lane Util	0.470	0.530	0.470	0.530	1.000	1.000
Critical Headway, s	4.293	4.113	4.293	4.113	4.113	4.113
Entry Flow, veh/h	818	923	419	473	33	27
Cap Entry Lane, veh/h	1130	1130	1102	1104	342	607
Entry HV Adj Factor	0.991	0.990	0.991	0.990	0.992	1.000
Flow Entry, veh/h	810	914	415	468	33	27
Cap Entry, veh/h	1114	1114	1090	1090	339	607
V/C Ratio	0.727	0.821	0.381	0.429	0.096	0.044
Control Delay, s/veh	14.9	20.1	7.2	7.9	12.2	6.4
LOS	B	C	A	A	B	A
95th %tile Queue, veh	7	10	2	2	0	0