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

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			SCHOOL °C & PFISTER
Agency/Co.	MRA						Jurisdiction
Date Performed	1/7/26						East/West Street			SCHOOL °C
Analysis Year	2035						North/South Street			PFISTER ROAD
Time Analyzed	AM						Peak Hour Factor			0.90
Intersection Orientation	North-South						Analysis Time Period (hrs)			0.25
Project Description	22-210AFB-6 BUILD
Lanes

Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	I	I	R	U	I	T	R	U	I	R	U	I	R
Priority		10	11	12		7	8	9	1U	1	2	3	4U	5
Number of Lanes		0	0	0	0	0	0	0	0	0	1	0	0	0
Configuration			LR						LT					TR
Volume (veh)		0		24					35	26				41
Percent Heavy Vehicles (%)		3		3					3
Proportion (me 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)	6.43		6.2						4.1
Base Follow-Up Headway (sec)	3.5		3.3						2.2
Follow Up Headway (sec)	3.53		3.33						2.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)		27							40
Capacity (c (veh/h)		1021							1556
v/c Ratio		0.03							0.03
95% Queue Length Qt (veh)		0.1							0.1
95% Queue Length, Q95 (ft)		2.6							2.6
Control Delay (s/veh)		8.6							7.4	0.2
Level of Service (LOS)		A							A	A
Approach Delay (s/veh)	8.6								44
Approach LOS	A								A