19709.pdf — PaddleOCR-VL (Baidu)

HCS Signalized Intersection Results Summary
General Information							Intersection Information
Agency	MRA						Duration, h	0.250
Analyst	STK		Analysis Date				Area Type		Other
Jurisdiction			Time Period		PM		PHF		0.95
Urban Street	EAST VET HWY		Analysis Year		2035 BUILD		Analysis Period		1 > 7:00
Intersection	BUTTERFLY-GRAND		File Name		25-208PFB-1.xus
Project Description	25-208PFB-1
Demand Information			EB			WB			NB			SB
Approach Movement			L	T	R	L	T	R	L	T	R	L	T	R
Demand (v), veh/h			29	840	32	28	661	48	32	29	21	87	46	35
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			3.2		3.2
Queue Clearance Time ( g s ), s			2.4				2.4					6.3		12.0
Green Extension Time ( g s ), s			0.0		0.0		0.0		0.0			0.2		0.0
Phase Call Probability			1.00				1.00					1.00		1.00
Max Out Probability			0.01				0.01					0.66		1.00
Movement Group Results			EB				WB			NB			SB
Approach Movement			L	T	R	L	T	R	L	T	R	L	T	R
Assigned Movement			5	2	12	1	6	16	3	8	18	7	4	14
Adjusted Flow Rate ( v ), veh/h			31	918		29	746			86			177
Adjusted Saturation Flow Rate ( s ), veh/h/ln			1781	1858		1781	1848			1624			1542
Queue Service Time ( g s ), s			0.4	31.2		0.4	21.7			0.0			5.7
Cycle Queue Clearance Time ( g c ), s			0.4	31.2		0.4	21.7			4.3			10.0
Green Ratio ( g/C )			0.72	0.64		0.72	0.64			0.11			0.11
Capacity ( c ), veh/h			491	1197		386	1191			236			232
Volume-to-Capacity Ratio ( X )			0.062	0.767		0.076	0.627			0.366			0.762
Back of Queue ( Q ), ft/ln ( 85 th percentile)			6	361		10	254			90			192
Back of Queue ( Q ), veh/ln ( 85 th percentile)			0.2	14.2		0.4	10.0			3.5			7.6
Queue Storage Ratio ( RQ ) ( 85 th percentile)			0.00	0.00		0.00	0.00			0.00			0.00
Uniform Delay ( d t ), s/veh			6.8	11.2		10.0	9.5			37.4			40.1
Incremental Delay ( d z ), s/veh			0.2	4.7		0.4	2.5			4.3			20.8
Initial Queue Delay ( d s ), s/veh			0.0	0.0		0.0	0.0			0.0			0.0
Control Delay ( d ), s/veh			7.0	16.0		10.4	12.0			41.7			60.9
Level of Service (LOS)			A	B		B	B			D			E
Approach Delay, s/veh / LOS			15.7		B	12.0		B		41.7		D	60.9		E
Intersection Delay, s/veh / LOS			19.4							B
Multimodal Results			EB				WB			NB			SB
Pedestrian LOS Score / LOS
Bicycle LOS Score / LOS