1776808126_Chicago-Waterman_Corridor_Study_Report_2025.05.08_online-artifacted.pdf — PaddleOCR-VL (Baidu)

	uparrow	uparrow	uparrow	downarrow	downarrow	downarrow	uparrow	→	uparrow	downarrow	downarrow	downarrow	downarrow
Movement	NBL	NBT	NBR	SBL	SBT	SBR	NEL	NET	NER	SWL	SWT	SWR
Lane Configurations								uparrow	uparrow
Traffic Volume (veh/h)	34	103	5	5	138	89	76	3	21	7	11	9
Future Volume (Veh/h)	34	103	5	5	138	89	76	3	21	7	11	9
Sign Control		Free			Free			Stop			Stop
Grade		0%			0%			0%			0%
Peak Hour Factor	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94	0.94
Hourly flow rate (vph)	36	110	5	5	147	95	81	3	22	7	12	10
Pedestrians								11
Lane Width (ft)								12.0
Walking Speed (ft/s)								3.5
Percent Blockage								1
Right turn flare (veh)									2
Median type		None			None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume	253			115			416	402	206	402	448	112
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol	253			115			416	402	206	402	448	112
tC, single (s)	4.2			4.1			7.2	6.5	6.2	7.1	6.5	6.3
tC, 2 stage (s)
tF (s)	2.3			2.2			3.6	4.0	3.3	3.5	4.0	3.4
p0 queue free %	97			100			84	99	97	99	98	99
cM capacity (veh/h)	1259			1487			494	517	831	528	488	922
Direction, Lane #	NB 1	SB 1	NE 1	SW 1
Volume Total	151	247	106	29
Volume Left	36	5	81	7
Volume Right	5	95	22	10
cSH	1259	1487	625	595
Volume to Capacity	0.03	0.00	0.17	0.05
Queue Length 95th (ft)	2	0	15	4
Control Delay (s)	2.1	0.2	12.9	11.4
Lane LOS	A	A	B	B
Approach Delay (s)	2.1	0.2	12.9	11.4
Approach LOS			B	B
Intersection Summary
Average Delay			3.8
Intersection Capacity Utilization			42.0%		ICU Level of Service				A
Analysis Period (min)			15