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		≤ ftrightarrow			≤ ftrightarrow			uparrow	uparrow			≤ ftrightarrow
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