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

		uparrow	uparrow	uparrow	downarrow	downarrow	downarrow	uparrow	→	→	downarrow	downarrow	downarrow	downarrow
Movement	NBL	NBT	NBR	SBL	SBT	SBR	NEL	NET	NER	SWL	SWT	SWR
Lane Configurations		uparrowdownarrow			uparrowdownarrow			uparrowuparrow	uparrowuparrow			uparrowdownarrow
Traffic Volume (veh/h)	26	211	20	19	188	126	107	12	38	13	11	12
Future Volume (Veh/h)	26	211	20	19	188	126	107	12	38	13	11	12
Sign Control		Free			Free			Stop			Stop
Grade		0%			0%			0%			0%
Peak Hour Factor	0.87	0.87	0.87	0.87	0.87	0.87	0.87	0.87	0.87	0.87	0.87	0.87	0.87
Hourly flow rate (vph)	30	243	23	22	216	145	123	14	44	15	13	14
Pedestrians								7
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	368			266			674	666	296	676	726	254
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol	368			266			674	666	296	676	726	254
tC, single (s)	4.1			4.1			7.1	6.5	6.2	7.1	6.5	6.2
tC, 2 stage (s)
tF (s)	2.2			2.2			3.5	4.0	3.3	3.5	4.0	3.3
p0 queue free %	97			98			63	96	94	95	96	98
cM capacity (veh/h)	1194			1310			333	365	744	326	336	789
Direction, Lane #	NB 1	SB 1	NE 1	SW 1
Volume Total	296	383	181	42
Volume Left	30	22	123	15
Volume Right	23	145	44	14
cSH	1194	1310	445	410
Volume to Capacity	0.03	0.02	0.41	0.10
Queue Length 95th (ft)	2	1	49	8
Control Delay (s)	1.0	0.6	19.8	14.8
Lane LOS	A	A	C	B
Approach Delay (s)	1.0	0.6	19.8	14.8
Approach LOS			C	B
Intersection Summary
Average Delay			5.2
Intersection Capacity Utilization			42.0%		ICU Level of Service				A
Analysis Period (min)			15