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

HCS7 Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection		FARM. & PFISTER
Agency/Co	MRA					Function
Date Performed	9/29/2022					East/West Street		FARMINGDALE RD
Analysis Year	2022					North South Street		PFISTER ROAD
Time Analyzed	AM					Peak Hour Factor		0.90
Intersection Orientation	East West					Analysis Time Period (1h)		0.25
Project Description	22-210AE-1 EXIST
Lanes

Vehicle Volumes and Adjustments
Approach	Eastbound			Westbound			Northbound			Southbound
Movement	U	L	T	R	U	L	R	U	T	R	U	L	T
Priority	1U	1	2	3	4U	4	5	6	7	8	9	10	11	12
Number of Lanes	10	10	11	10	10	0	1	0	0	0	0	0	0	0
Configuration		LT					TR						LR
Volume (veh/h)		1	104				132	22				24		5
Percent Heavy Vehides (%)		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)		4.1										6.43		6.23
Base Follow-Up Headway (sec)		2.2										3.5		3.3
Follow-Up Headway (sec)		2.2										3.53		3.35
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)		1											32
Capacity c (veh/h)		1395											73
v/c Ratio		0.00											0.04
95% Queue Length, Qsc (veh)		0.0											0.1
Control Delay (s/veh)		7.6											10.1
Level of Service (LOS)		A											6
Approach Delay (s/veh)	0.1											10.1
Approach LOS												8