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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