General Information		Site Information
Analyst	RMM	Intersection	SHROYER & WILTSHIRE
Agency/Co.	CMT	Jurisdiction
Date Performed	3/2/2016	Analysis Year	2015
Analysis Time Period	AM PEAK
Project Description   SHROYER 3-LANES
East/West Street: WILTSHIRE		North/South Street: SHROYER
Intersection Orientation: North-South		Study Period (hrs): 0.25

Vehicle Volumes and Adjustments
Major Street	Northbound			Southbound
Movement	1	2	3	4	5	6
	L	T	R	L	T	R
Volume (veh/h)	0	693	11	1	530	2
Peak-Hour Factor, PHF	0.92	0.92	0.92	0.92	0.92	0.92
Hourly Flow Rate, HFR (veh/h)	0	753	11	1	576	2
Percent Heavy Vehicles	2	--	--	2	--	--
Median Type	Undivided
RT Channelized			0			0
Lanes	1	1	0	1	1	0
Configuration	L	TR		L	TR
Upstream Signal		0			0
Minor Street	Eastbound			Westbound
Movement	7	8	9	10	11	12
	L	T	R	L	T	R
Volume (veh/h)	5	0	10	20	3	11
Peak-Hour Factor, PHF	0.92	0.92	0.92	0.92	0.92	0.92
Hourly Flow Rate, HFR (veh/h)	5	0	10	21	3	11
Percent Heavy Vehicles	2	2	2	2	2	2
Percent Grade (%)		0			0
Flared Approach		N			N
Storage		0			0
RT Channelized			0			0
Lanes	0	1	0	0	1	0
Configuration	LTR			LTR

Delay, Queue Length, and Level of Service
Approach	Northbound	Southbound	Westbound			Eastbound
Movement	1	4	7	8	9	10	11	12
Lane Configuration	L	L	LTR			LTR
v (veh/h)	0	1	35			15
C (m) (veh/h)	996	849	164			251
v/c	0.00	0.00	0.21			0.06
95% queue length	0.00	0.00	0.78			0.19
Control Delay (s/veh)	8.6	9.2	32.8			20.3
LOS	A	A	D			C
Approach Delay (s/veh)	--	--	32.8			20.3
Approach LOS	--	--	D			C