19709.pdf — PaddleOCR-VL (Baidu)

General Information								Intersection Information
Agency	MRA							Duration, h	0.250
Analyst	STK		Analysis Date					Area Type	Other
Jurisdiction			Time Period	AM				PHF	0.95
Urban Street	EAST VET HWY		Analysis Year	2035	NOBUILD			Analysis Period	1> 7:00
Intersection	BUTTERFLY-GRAND		File Name	25-208ANB-1.xus
Project Description	25-208ANB-1
Demand Information			EB			WB			NB			SB
Approach Movement			L	T	R	L	T	R	L	T	R	L	T
Demand ( v ), veh/h			28	704	13	13	623	42	49	29	20	65	11
Signal Information
Cycle, s	90.0	Reference Phase	2
Offset, s	0	Reference Point	End	Green	7.0	58.0	10.0	0.0	0.0	0.0
Uncoordinated	No	Simult. Gap E/W	On	Yellow	3.0	4.0	4.0	0.0	0.0	0.0
Force Mode	Fixed	Simult. Gap N/S	On	Red	0.0	2.0	2.0	0.0	0.0	0.0
Timer Results			EBL		EBT		WBL	WBT	NBL	NBT		SBL	SBT
Assigned Phase			5		2		1	6		8			4
Case Number			1.1		4.0		1.1	4.0		8.0			8.0
Phase Duration, s			10.0		64.0		10.0	64.0		16.0			16.0
Change Period, ( Y+R c ), s			3.0		6.0		3.0	6.0		6.0			6.0
Max Allow Headway ( MAH ), s			2.7		0.0		2.7	0.0		3.3			3.3
Queue Clearance Time ( g s ), s			2.4				2.2			7.4			9.0
Green Extension Time ( g e ), s			0.0		0.0		0.0	0.0		0.1			0.1
Phase Call-Probability			1:00				1.00			1.00			1.00
Max Out Probability			0.01				0.00			1.00			1.00
Movement Group Results			EB				WB		NB			SB
Approach Movement			L	T	R	L	T	R	L	T	R	L	T
Assigned Movement			5	2	12	1	6	16	3	8	18	7	4
Adjusted Flow Rate ( v ), veh/h			29	755		14	700			103			125
Adjusted Saturation Flow Rate ( s ), veh/h/ln			1781	1864		1781	1849			1591			1531
Queue Service Time ( g s ), s			0.4	21.8		0.2	19.5			0.0			1.6
Cycle Queue Clearance Time ( g c ), s			0.4	21.8		0.2	19.5			5.4			7.0
Green Ratio ( g/C )			0.72	0.64		0.72	0.64			0.11			0.11
Capacity ( c ), veh/h			521	1201		488	1192			237			232
Volume-to-Capacity Ratio ( X )			0.057	0.628		0.028	0.587			0.436			0.540
Back of Queue ( Q ), f1/ln ( 85 th percentile )			6	256		3	231			105			128
Back of Queue ( Q ), veh/ln ( 85 th percentile )			0.2	10.1		0.1	9.1			4.1			5.1
Queue Storage Ratio ( RQ ) ( 85 th percentile )			0.00	0.00		0.00	0.00			0.00			0.00
Uniform Delay ( d1, s/veh			6.2	9.6		6.7	9.2			37.9			38.6
Incremental Delay ( d2 ), s/veh			0.2	2.5		0.1	2.1			5.7			8.7
Initial Queue Delay ( d s ), s/veh			0.0	0.0		0.0	0.0			0.0			0.0
Control Delay ( d ), s/veh			6.4	12.1		6.8	11.3			43.6			47.3
Level of Service (LOS)			A	B		A	B			D			D
Approach Delay, s/veh / LOS			11.8	B		11.2	B		43.6	D		47.3	D
Intersection Delay, s/veh / LOS			16.0						B
Multimodal Results			EB			WB			NB			SB
Pedestrian LOS Score / LOS
Bicycle LOS Score / LOS