1776808126_Chicago-Waterman_Corridor_Study_Report_2025.05.08_online-artifacted.pdf — PaddleOCR-VL (Baidu) — page 62

	Chicago Ave					From East						Chicago Ave					Greystone St					Int. Total
Start Time	UTrn	Left	Thru	Right	App. Total	UTrn	Left	Thru	Right	App. Total	UTrn	Left	Thru	Right	App. Total	UTrn	Left	Thru	Right	App. Total
Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM	0	0	40	1	41	0	0	0	0	0	0	10	35	0	45	0	0	0	19	19	105
08:15 AM	0	0	46	1	47	0	0	0	0	0	0	9	31	0	40	0	2	0	12	14	101
08:30 AM	0	0	39	4	43	0	0	0	0	0	0	7	32	0	39	0	0	0	17	17	99
08:45 AM	0	0	49	1	50	0	0	0	0	0	0	8	57	0	65	0	0	0	18	18	133
Total Volume	0	0	174	7	181	0	0	0	0	0	0	34	155	0	189	0	2	0	66	68	438
% App. Total	0	0	96.1	3.9		0	0	0	0		0	18	82	0		0	2.9	0	97.1
PHF	.000	.000	.888	.438	.905	.000	.000	.000	.000	.000	.000	.850	.680	.000	.727	.000	.250	.000	.868	.895	.823
Passenger Veh	0	0	161	5	166	0	0	0	0	0	0	31	141	0	172	0	2	0	65	67	405
% Passenger Veh	0	0	92.5	71.4	91.7	0	0	0	0	0	0	91.2	91.0	0	91.0	0	100	0	98.5	98.5	92.5
Trucks	0	0	13	2	15	0	0	0	0	0	0	3	14	0	17	0	0	0	1	1	33
% Trucks	0	0	7.5	28.6	8.3	0	0	0	0	0	0	8.8	9.0	0	9.0	0	0	0	1.5	1.5	7.5

Data Collection Group LSmith@DataCollectionGroup.net

File Name : Chicago and Greystone

Site Code :

Start Date : 4/7/2024

Page No : 3