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)	22	132	6	11	113	97	89	5	37	2	3	11
Future Volume (Veh/h)	22	132	6	11	113	97	89	5	37	2	3	11
Sign Control		Free			Free			Stop			Stop
Grade		0%			0%			0%			0%
Peak Hour Factor	0.86	0.86	0.86	0.86	0.86	0.86	0.86	0.86	0.86	0.86	0.86	0.86
Hourly flow rate (vph)	26	153	7	13	131	113	103	6	43	2	3	13
Pedestrians								5
Lane Width (ft)								12.0
Walking Speed (ft/s)								3.5
Percent Blockage								0
Right turn flare (veh)									2
Median type		None			None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume	249			160			442	430	192	446	484	156
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol	249			160			442	430	192	446	484	156
tC, single (s)	4.2			4.2			7.2	6.5	6.2	7.1	6.5	6.2
tC, 2 stage (s)
tF (s)	2.3			2.3			3.6	4.0	3.3	3.5	4.0	3.3
p0 queue free %	98			99			79	99	95	100	99	99
cM capacity (veh/h)	1244			1378			492	502	837	481	469	894
Direction, Lane #	NB 1	SB 1	NE 1	SW 1
Volume Total	186	257	152	18
Volume Left	26	13	103	2
Volume Right	7	113	43	13
cSH	1244	1378	687	717
Volume to Capacity	0.02	0.01	0.22	0.03
Queue Length 95th (ft)	2	1	21	2
Control Delay (s)	1.3	0.5	13.0	10.1
Lane LOS	A	A	B	B
Approach Delay (s)	1.3	0.5	13.0	10.1
Approach LOS			B	B
Intersection Summary
Average Delay			4.1
Intersection Capacity Utilization			34.0%	ICU Level of Service					A
Analysis Period (min)			15