HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection				CR 527 & SITE ACCESS
Agency/SOS	MBA						Junction				Size
Date Performed	1/13/25						East/West Street				SITE ACCESS
Analysis Year	2005						North/South Street				Size
Time Analyzed	AM						Peak Hour Factor				0.95
Interpreted Orientation	North/South						Analysis Time Period (h)				0.95
Project Description	21-155AFB-1 BUILD
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Moveries	U				U			U			U				R
Priority		10	11	12		7	8	9	1U	1	2	3	4U	4	5
Number of Lanes		0				0	0	0	0	0	0	0	0	0	0
Configuration			LR						LT						TR
Volume (veh/D)		9		9					1B	7B				830	19
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)	7.1		6.2						4.1
Critical Headway (sec)	16.4		6.3						2.1
Base Follow-Up Headway (sec)	3.5		3.3						2.2
Follow-Up Headway (sec)	3.53		3.33						2.2
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)			19						19
Capacity (veh/h)			12						1.55
v/c Ratio			0.13						0.03
95% Queue Length, Qs (veh/h)			0.4						0.1
95% Queue Length, Q95 (ft)			10.2						2.6
Control Delay (s/ve)			3.2						9.9	0.2
Level of Service (LOS)			D						A	A
Approach Delay (s/ve)
Approach LOS		D						0.7
Copyright © 2025 University of Florida. All Rights Reserved. HCSTM TWSC Version 2024											Generated: 1/13/2025 5:24:07 PM

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