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

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			FARM. & SCHOOL'A'
Agency/Co	MRA						Jurisdiction
Date Performed	1/7/26						East/West Street			FARMINGDALE RD
Analysis Year	2035						North/South Street			SGHOOL A
Time Analyzed	PM						Peak Hour Factor			0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	22-210PFB-3 BUILD
Lanes

Major Street: East-West
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	L	T	R	U	L	R	U	L	R	U	L	T	R
Priority	1U	1	2	3	4U	4	5	6		7	8	9		12
Number of Lanes	0	0	1	0	0	0	1	0		0	0	0		0
Configuration			T				T						LR
Volume (veh/h)			256				136						1
Percent Heavy Vehicles (%)													3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized												0
Median Type \| Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)													7.1
Critical Headway (sec)													6.4
Base Follow-Up Headway (sec)													3.5
Follow Up Headway (sec)													3.5
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)														2
Capacity, c (veh/h)														7.00
v/c Ratio														0.00
95% Queue Length, Qs (veh)														0.00
95% Queue Length, Qas (ft)														0.0
Control Delay (s/wk)														102
Level of Service (LOS)														B
Approach Delay (s/wh)													102
Approach LOS													B