HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			PTNEY LANE & SITE ACCESS
Agency/Co.	MRA						Jurisdiction
Date Performed	9/19/2025						East/West Street			PITNEY
Analysis Year	2035						North/South Street			SITE ACCESS
Time Analyzed	PM						Peak Hour Factor			0.95
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	25-173PFB-2 BUILD
Lanes
Major Street, East-West
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound				Northbound			Southbound
Movement	U	L	T	R	U	L	T	R	U	L	T	R	U	L	T
Priority	1U	1	2	3	4U	4	5	6		7	8	9		10	11
Number of Lanes	0	0	1	0	0	0	1	0		0	1	0		0	0
Configuration				TR		LT					LR
Volume (veh/h)			101	8		8	142			8		8
Percent Heavy Vehicles (%)						3				3		3
Proportion Time Blocked
Percent Grade (%)										0
Right Turn Channelized
Median Type | Storage		Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)						4.1				7.1		6.2
Critical Headway (sec)						4.13				6.43		6.23
Base Follow-Up Headway (sec)						2.2				3.5		3.3
Follow-Up Headway (sec)						2.23				3.53		3.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)						8					17
Capacity, c (veh/h)						1468					807
v/c Ratio						0.01					0.02
95% Queue Length, Q95 (veh)						0.0					0.1
95% Queue Length, Q95 (ft)						0.0					2.6
Control Delay (s/veh)						7.5	0.0				9.6
Level of Service (LOS)						A	A				A
Approach Delay (s/veh)						0.4				9.6
Approach LOS						A				A

HCS™ TWSC Version 2025 25-173PFB-2.xtw

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