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	downarrow
Movement	NBL	NBT	NBR	SBL	SBT	SBR	NEL	NET	NER	SWL	SWT	SWR
Lane Configurations								uparrow	uparrow
Traffic Volume (veh/h)	27	161	7	13	138	118	108	6	45	4	3	13
Future Volume (Veh/h)	27	161	7	13	138	118	108	6	45	4	3	13
Sign Control		Free			Free			Stop			Stop
Grade		0%			0%			0%			0%
Peak Hour Factor	0.92	0.92	0.92	0.92	0.92	0.92	0.92	0.92	0.92	0.92	0.92	0.92
Hourly flow rate (vph)	29	175	8	14	150	128	117	7	49	4	3	14
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	283			183			500	488	219	507	548	179
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol	283			183			500	488	219	507	548	179
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			74	98	94	99	99	98
cM capacity (veh/h)	1208			1351			448	464	809	432	429	869
Direction, Lane #	NB 1	SB 1	NE 1	SW 1
Volume Total	212	292	173	21
Volume Left	29	14	117	4
Volume Right	8	128	49	14
cSH	1208	1351	626	649
Volume to Capacity	0.02	0.01	0.28	0.03
Queue Length 95th (ft)	2	1	28	3
Control Delay (s)	1.3	0.5	14.3	10.7
Lane LOS	A	A	B	B
Approach Delay (s)	1.3	0.5	14.3	10.7
Approach LOS			B	B
Intersection Summary
Average Delay			4.4
Intersection Capacity Utilization			38.7%		ICU Level of Service				A
Analysis Period (min)			15