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)	41	126	6	6	168	125	144	4	60	9	13	11
Future Volume (Veh/h)	41	126	6	6	168	125	144	4	60	9	13	11
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)	44	134	6	6	179	133	153	4	64	10	14	12
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	323			140			512	496	256	516	560	137
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol	323			140			512	496	256	516	560	137
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 %	96			100			63	99	92	98	97	99
cM capacity (veh/h)	1186			1456			419	453	779	414	417	893
Direction, Lane #	NB 1	SB 1	NE 1	SW 1
Volume Total	184	318	221	36
Volume Left	44	6	153	10
Volume Right	6	133	64	12
cSH	1186	1456	591	506
Volume to Capacity	0.04	0.00	0.37	0.07
Queue Length 95th (ft)	3	0	43	6
Control Delay (s)	2.2	0.2	16.1	12.7
Lane LOS	A	A	C	B
Approach Delay (s)	2.2	0.2	16.1	12.7
Approach LOS			C	B
Intersection Summary
Average Delay			5.9
Intersection Capacity Utilization			51.4%	ICU Level of Service					A
Analysis Period (min)			15