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

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection			SCHOOL 'A' & PFISTER
Agency/Co.	MRA					Jurisdiction
Date Performed	1/7/26					East/West Street			SCHOOL 'A'
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-4 BUILD
Lanes

Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	T	T	R	U	L	T	R	U	T	R	U	L	T
Priority		10	11	12		7	8	9	1U	1	2	3	4U	4
Number of Lanes		0	0	0		0	0	0	0	0	1	0	0	1
Configuration			LR						LT					TR
Volume (veh/h)		0		15					35	98				89
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)		7.1		6.2						4.1
Critical Headway (sec)		6.43		6.23						4.13
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)			17							39
Capacity (c (veh/h))			354							1486
v/c Ratio			0.02							0.03
95% Queue Length, Qs (veh)			0.1							0.1
95% Queue Length, Qs (ft)			2.6							2.6
Control Delay (s/veh)			8.8							7.2	0.2
Level of Service (LOS)			A							A	A
Approach Delay (s/veh)		8.8								2.1
Approach LOS		A							A