Appendix A – Traffic Counts

Appendix B – Capacity Analysis Worksheets for Existing Conditions

Appendix C – Capacity Analysis Worksheets for 2034 Background Conditions

Appendix D – Proposed Improvements and Cost Estimates: Chicago Avenue Corridor Exhibits, Chicago

Avenue and Waterman Drive Intersection Exhibits, Planning Level Cost Estimates

Table 3-1 – Chicago Avenue Speed Data

Table 3-2 – Waterman Drive Speed Data

Table 3-3 – College Avenue Speed Data

Table 3-4 – Greystone Street Speed Data

Table 3-5 – Chicago Avenue Heavy Vehicle Traffic Data

Table 3-6 – Waterman Drive Heavy Vehicle Traffic Data

Table 3-7 – College Avenue Heavy Vehicle Traffic Data

Table 3-8 – Greystone Street Heavy Vehicle Traffic Data

Table 4-1 – Existing Conditions

Table 6-1 – Level of Service Criteria

Table 6-2 – LOS, Delay and Queue Length Summary – 2024 Existing Conditions

Table 6-3 – LOS, Delay and Queue Length Summary – 2034 Background Conditions

Table 6-4 – LOS, Delay and Queue Length Summary – 2034 Background Conditions – Roundabout

Figure 1 – Overview

Figure 2 & 3 – Existing Land Use and Traffic Control

Figure 4 – 2024 Existing Pedestrian Traffic Volumes (Total)

Figure 5 – 2024 Existing Bicycle Traffic Volumes (Total)

Figure 6 – 2024 Bike/Pedestrian Traffic Volumes Summary (Total)

Figure 7 – Chicago Avenue and Waterman Drive Corridor – Crash Heat Map

Figure 8 – Chicago Avenue – Crash Summary by Collision Type

Figure 9 – Chicago Avenue – Crash Summary by Roadway Surface Conditions

Figure 10 – Chicago Avenue – Crash Summary by Light Conditions

Figure 11 – Waterman Drive – Crash Summary by Collision Type

Figure 12 – Waterman Drive – Crash Summary by Roadway Surface Conditions

Figure 13 – Waterman Drive – Crash Summary by Light Conditions

Figure 14 – W Market Street – Crash Summary by Year

Figure 15 – W Market Street – Crash Summary by Collision Type

Figure 16 – W Market Street – Crash Summary by Roadway Surface Conditions

Figure 17 – W Market Street – Crash Summary by Light Conditions

Figure 18 & 19 – 2024 Existing Peak Hour Traffic Volumes

Figure 20 & 21 – 2034 Background Peak Hour Traffic Volumes

Figure 22 – Northend Greenway to Friendly City Trail Alignments

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