HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK					Intersection				CR 527 & SITE ACCESS
Agency/G&I	MRA					Intersection
Date Performed	1/13/25					East/West Street				SITE ACCESS
Analysis Year	2035					North/South Street				CR 527
Time Analyzed	PM					Peak Hour Factor				0.95
Intersection Orientation	North South					Analysis Time Period (hrs)				0.25
Project Description	21-155PFB-1 BUILD
Lanes
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		10	11	12		7	8	9	1U	1	2	3	4U	4	5
Number of Lanes		0	1	0		0	0	0	0	0	1	0	0	0	1
Configuration			LR							LT
Volume (veh/h)		18		18						9	648				770
Percent Heavy Vehides (%)		10		10						10
Proportion Time Blocked
Percent Grade (%)		0
Right Turn Channelized
Median Type | Storage		Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		7.1		6.2						4.1
Critical Headway (sec)		6.50		6.50						4.20
Base Follow-Up Headway (sec)		3.5		3.3						2.2
Follow-Up Headway (sec)		3.59		3.99						2.29
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)			38							9
Capacity, z (veh/h)			184							774
v/c Ratio			0.21							0.01
95% Queue Length, Q95 (veh)			0.7							0.0
95% Queue Length, Q95 (ft)			18.9							0.0
Control Delay (s/veh)			29.5							9.7	0.2
Level of Service (LOS)			D							A	A
Approach Delay (s/veh)		29.5								0.3
Approach LOS	D								A

Generated: 1/13/2025 5:26:22 PM

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HCS™ TWSC Version 2024 21-155PFB-1.xtw