19709.pdf — PaddleOCR-VL (Baidu)

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			VETERANS & SITE ACCESS
Agency/Co.	MRA						Jurisdiction
Date Performed	11/18/2025						East/West Street			VETERANS
Analysis Year	2035						North/South Street			SITE ACCESS
Time Analyzed	AM						Peak Hour Factor			0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	25-208AFB-2 BUILD
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	0	0		0	0
Configuration			T					TR							R
Volume (veh/h)			815				715	7
Percent Heavy Vehides (%)
Proportion Time Blocked
Percent Grade (%)														0
Right Turn Channelized														No
Median Type \| Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)															6.2
Critical Headway (sec)															6.23
Base Follow-Up Headway (sec)															3.3
Follow-Up Headway (sec)															3.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)															1
Capacity, c (Veh/h)															384
v/c Ratio															0.00
95% Queue Length, Q95 (veh)															0.0
95% Queue Length, Q95 (ft)															0.0
Control Delay (s/veh)															14.4
Level of Service (LOS)															B
Approach Delay (s/veh)													14.4
Approach LOS													B