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

MOVEMENT SUMMARY

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

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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	32	0.0	35	0.0	0.355	7.5	LOS A	2.3	59.2	0.53	0.38	0.53	22.6
8	T1	257	2.0	279	2.0	0.355	7.6	LOS A	2.3	59.2	0.53	0.38	0.53	22.6
18	R2	24	0.0	26	0.0	0.355	7.5	LOS A	2.3	59.2	0.53	0.38	0.53	22.3
Approach		313	1.6	340	1.6	0.355	7.6	LOS A	2.3	59.2	0.53	0.38	0.53	22.6
East: Waterman Drive
1	L2	16	0.0	17	0.0	0.062	5.3	LOS A	0.3	8.1	0.59	0.44	0.59	22.9
6	T1	13	0.0	14	0.0	0.062	5.3	LOS A	0.3	8.1	0.59	0.44	0.59	22.9
16	R2	15	0.0	16	0.0	0.062	5.3	LOS A	0.3	8.1	0.59	0.44	0.59	22.6
Approach		44	0.0	48	0.0	0.062	5.3	LOS A	0.3	8.1	0.59	0.44	0.59	22.8
North: Chicago Avenue
7	L2	23	0.0	25	0.0	0.441	7.8	LOS A	3.3	85.2	0.33	0.16	0.33	22.5
4	T1	229	2.0	249	2.0	0.441	7.9	LOS A	3.3	85.2	0.33	0.16	0.33	22.5
14	R2	204	3.0	222	3.0	0.441	7.9	LOS A	3.3	85.2	0.33	0.16	0.33	22.2
Approach		456	2.3	496	2.3	0.441	7.9	LOS A	3.3	85.2	0.33	0.16	0.33	22.4
West: Waterman Drive
5	L2	163	4.0	177	4.0	0.299	7.3	LOS A	1.8	45.4	0.55	0.42	0.55	22.3
2	T1	15	0.0	16	0.0	0.299	7.1	LOS A	1.8	45.4	0.55	0.42	0.55	22.3
12	R2	68	0.0	74	0.0	0.299	7.1	LOS A	1.8	45.4	0.55	0.42	0.55	22.0
Approach		246	2.7	267	2.7	0.299	7.2	LOS A	1.8	45.4	0.55	0.42	0.55	22.2
All Vehicles		1059	2.1	1151	2.1	0.441	7.6	LOS A	3.3	85.2	0.45	0.30	0.45	22.4

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.