MRA-Revised-Traffic-Study-11426.pdf — PaddleOCR-VL (Baidu)

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection		FARM. & PFISTER
Agency Co.	MRA					Jurisdiction
Date Performed	1/7/26					East/West Street		FARMINGDALE RD
Analysis Year	2035					North/South Street		PFISTER ROAD
Time Analyzed	PM					Peak Hour Factor		0.90
Intersection Orientation	East-West					Analysis Time Period (hrs)		0.25
Project Description	22-210PFB-1 BUILD-MIT
Lanes

Vehicle Volumes and Adjustments
Approach	Eastbound			Westbound			Northbound			Southbound
Movement	U	L	T	E	U	L	R	U	L	R	U	L	R
Priority	1U	1	2	3	4U	4	5	6	7	8	9	10	11	12
Number of Lanes	0	1	1	0	0	1	1	0	0	1	0	0	1	0
Configuration		L		TR		L		TR		LTR			LTR
Volume (veh/h)		12	80	170		25	65	21		61	12	20	12	12
Percent Heavy Vehides (%)		3				3			3	3	3		3	3
Proportion Time Blocked
Percent Grade (%)										0			0
Right Turn Channelized
Median Type \| Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		4.1				4.1			7.1	6.5	6.2		7.1	6.5
Critical Headway (sec)		1.13				4.13			7.13	6.63	6.23		7.13	6.53
Base Follow-Up Headway (sec)		2.2				2.2			3.5	4.0	3.3		3.5	4.0
Follow Up Headway (sec)		2.23				2.23			3.53	4.03	3.33		3.53	4.03
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)		13				26				103				38
Capacity (v/v/h)		1492				1279				602				602
v/c Ratio		0.01				0.02				0.17				0.06
95% Queue Length Q95 (veh)		0.0				0.1				0.5				0.2
95% Queue Length Q95 (ft)		0.0				2.6				15.4				5.1
Control Delay (s/veh)		7.3				7.9				12.2				11.4
Level of Service (LOS)		A				A				B				B
Approach Delay (s/veh)		0.3				1.7			12.2				11.4
Approach LOS		A				A			B			B