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

MOVEMENT SUMMARY

Site: 101 [2034 Background AM Peak (Site Folder: General)]

New Site

Site Category: (None)

Roundabout

Mov ID	Turn	INPUT VOLUMES		DEMAND FLOWS		Deg. Satn	Aver. Delay sec	Level of Service	95% BACK OF QUEUE		Prop. Que	Effective Stop Rate	Aver. No. Cycles	Aver. Speed mph
Vehicle Movement Performance
Mov ID	Turn	[Total veh/h	HV] %	[Total veh/h	HV] %	Deg. Satn	Aver. Delay sec	Level of Service	[Veh. veh	Dist ] ft	Prop. Que	Effective Stop Rate	Aver. No. Cycles	Aver. Speed mph
South: Chicago Avenue
3	L2	41	9.0	45	9.0	0.199	5.9	LOS A	1.1	29.7	0.43	0.28	0.43	22.9
8	T1	126	5.0	137	5.0	0.199	5.7	LOS A	1.1	29.7	0.43	0.28	0.43	23.0
18	R2	6	20.0	7	20.0	0.199	6.3	LOS A	1.1	29.7	0.43	0.28	0.43	22.6
Approach		173	6.5	188	6.5	0.199	5.7	LOS A	1.1	29.7	0.43	0.28	0.43	22.9
East: Waterman Drive
1	L2	9	0.0	10	0.0	0.043	4.5	LOS A	0.2	5.4	0.50	0.34	0.50	23.1
6	T1	13	0.0	14	0.0	0.043	4.5	LOS A	0.2	5.4	0.50	0.34	0.50	23.1
16	R2	11	11.0	12	11.0	0.043	5.1	LOS A	0.2	5.4	0.50	0.34	0.50	22.8
Approach		33	3.7	36	3.7	0.043	4.7	LOS A	0.2	5.4	0.50	0.34	0.50	23.0
North: Chicago Avenue
7	L2	6	0.0	7	0.0	0.305	6.1	LOS A	1.9	50.9	0.30	0.14	0.30	22.9
4	T1	168	6.0	183	6.0	0.305	6.3	LOS A	1.9	50.9	0.30	0.14	0.30	22.9
14	R2	125	8.0	136	8.0	0.305	6.4	LOS A	1.9	50.9	0.30	0.14	0.30	22.6
Approach		299	6.7	325	6.7	0.305	6.4	LOS A	1.9	50.9	0.30	0.14	0.30	22.8
West: Waterman Drive
5	L2	144	11.0	157	11.0	0.246	6.6	LOS A	1.4	37.3	0.46	0.32	0.46	22.4
2	T1	4	0.0	4	0.0	0.246	6.1	LOS A	1.4	37.3	0.46	0.32	0.46	22.5
12	R2	60	0.0	65	0.0	0.246	6.1	LOS A	1.4	37.3	0.46	0.32	0.46	22.2
Approach		208	7.6	226	7.6	0.246	6.4	LOS A	1.4	37.3	0.46	0.32	0.46	22.4
All Vehicles		713	6.8	775	6.8	0.305	6.2	LOS A	1.9	50.9	0.39	0.24	0.39	22.7

Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control

Roundabout LOS Method: Same as Sign Control.

Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement.

LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).

Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6).

Roundabout Capacity Model: SIDRA Standard.

Delay Model: HCM Delay Formula (Geometric Delay is not included).

Queue Model: HCM Queue Formula.

Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).

HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.