A Traffic Impact Analysis of the New Baltimore Service District Plan

Table of Contents

A. Introduction

1. Study Area and Purpose

3

2. Existing and Proposed Uses

6

3. Existing Roadways and Programmed Improvements

7

B. Analysis of Existing Conditions

1. Peak Hour Traffic Volumes

9

2. Capacity Analysis and Levels of Service

9

C. Trip Generation

10

D. Traffic Distribution and Traffic Assignments

10

E. Analysis of Buildout Conditions (2030)

1. Peak Hour Traffic Volumes (AM/PM)

11

2. Capacity Analysis & Levels of Service

11

3. Recommended Improvements Priority List

12

F. Conclusions

14

Figures

Figure 1: New Baltimore Service District Boundary

4

Figure 2: Intersections Analyzed

5

Figure 3: Lane Geometry and Levels of Service (Existing Conditions)

17

Figure 4: AM/PM Peak Hour Volumes (Existing Conditions)

18

Figure 5: Trip Distribution Patterns

19

Figure 6: AM/PM Peak Hour Volumes (Build-Out Conditions)

20

Figure 7: Lane Geometry and Levels of Service (2030 Build-Out Conditions)

21

Tables

Table 1: Levels of Service and Maximum Queue Lengths (Existing Conditions)

23

Table 2: Trip Generation Summary

24

Table 3: Levels of Service and Maximum Queue lengths (2030 Build-Out Conditions)

25

Appendix

1. Methodology for a New Baltimore Service District Build-Out

2. Level of Service Definitions

3. Existing Conditions Synchro Work Sheets

4. Build-Out (Year 2030) Conditions Synchro Work Sheets