HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			FARM. & NEW PROSPECT
Agency/Co.	MRA						Jurisdiction
Date Performed	9/29/2022						East/West Street			FARMINGDALE RD
Analysis Year	2022						North/South Street			NEW PROSPECT ROAD
Time Analyzed	PM						Peak Hour Factor			0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	22-210PE-2 EXIST
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	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)			77	153		20	73			59		17
Percent Heavy Vehicles (%)						3				3		3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized										0
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)						22					84
Capacity, c (veh/h)						1304					7.15
v/c Ratio						0.02					0.12
95% Queue Length, Q95 (veh)						0.1					0.4
Control Delay (s/veh)						7.8	0.1				10.7
Level of Service (LOS)						A	A				B
Approach Delay (s/veh)						1.8				10.7
Approach LOS						A				B
Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 1/30/2024 10:31:24 AM

HCS™ TWSC Version 2023 22-210PE-2.xtw