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

HCS™ TWSC Version 2025 22-210PE-1.xtw

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	R	U	L
Priority	1U	1	2	3	4U	4	5	6		7	8	9		10	11	12
Number of Lanes	0	0	1	0	0	0	1	0		0	0	0		0	1	0
Configuration		LT						TR							LR
Volume (veh/h)		7	217				112	20							13		5
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)		8														20
Capacity, c (veh/h)		1429														668
V/c Ratio		0.01														0.03
95% Queue Length, Qas (veh)		0.0														0.1
95% Queue Length, Qas (ft)		0.0														2.6
Control Delay (s/veh)		7.5	0.0													10.6
Level of Service (LOS)		A	A													B
Approach Delay (s/veh)		0.3														10.6
Approach LOS	A														B

HCS Two-Way Stop-Control Report