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    "page": 4,
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    "items": [
        {
            "id": "p4.1",
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            "type": "header",
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            "text": "May 2025",
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            "level": 2,
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        },
        {
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            },
            "text": "Chicago Avenue & Waterman Drive Corridor Study",
            "attrs": {
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            "level": 2,
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        },
        {
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            "text": "APPENDI CES",
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            "text": "",
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            "children": [
                {
                    "id": "p4.4.1",
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                    "text": "Appendix A – Traffic Counts",
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                    "text": "Appendix B – Capacity Analysis Worksheets for Existing Conditions",
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                },
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                    "text": "Appendix C – Capacity Analysis Worksheets for 2034 Background Conditions",
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        {
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            "type": "text",
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            "text": "Appendix D – Proposed Improvements and Cost Estimates: Chicago Avenue Corridor Exhibits, Chicago",
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        },
        {
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            "text": "Avenue and Waterman Drive Intersection Exhibits, Planning Level Cost Estimates",
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            "text": "LI ST OF TABLES",
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                    "text": "Table 3-1 – Chicago Avenue Speed Data",
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                    "text": "Table 3-2 – Waterman Drive Speed Data",
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                    "text": "Table 3-3 – College Avenue Speed Data",
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                    "text": "Table 3-4 – Greystone Street Speed Data",
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                    "text": "Table 3-5 – Chicago Avenue Heavy Vehicle Traffic Data",
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                    "text": "Table 3-6 – Waterman Drive Heavy Vehicle Traffic Data",
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                    "text": "Table 3-7 – College Avenue Heavy Vehicle Traffic Data",
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                    "text": "Table 3-8 – Greystone Street Heavy Vehicle Traffic Data",
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                    "text": "Table 4-1 – Existing Conditions",
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                    "text": "Table 6-1 – Level of Service Criteria",
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                    "text": "Table 6-2 – LOS, Delay and Queue Length Summary – 2024 Existing Conditions",
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                    "text": "Table 6-3 – LOS, Delay and Queue Length Summary – 2034 Background Conditions",
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                    "text": "Table 6-4 – LOS, Delay and Queue Length Summary – 2034 Background Conditions – Roundabout",
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            "text": "LI ST OF FI GURES",
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                    "text": "Figure 1 – Overview",
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                    "text": "Figure 2 & 3 – Existing Land Use and Traffic Control",
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                    "text": "Figure 4 – 2024 Existing Pedestrian Traffic Volumes (Total)",
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                    "text": "Figure 5 – 2024 Existing Bicycle Traffic Volumes (Total)",
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                    "text": "Figure 6 – 2024 Bike/Pedestrian Traffic Volumes Summary (Total)",
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                    "text": "Figure 7 – Chicago Avenue and Waterman Drive Corridor – Crash Heat Map",
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                    "text": "Figure 8 – Chicago Avenue – Crash Summary by Collision Type",
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                    "text": "Figure 9 – Chicago Avenue – Crash Summary by Roadway Surface Conditions",
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                    "text": "Figure 10 – Chicago Avenue – Crash Summary by Light Conditions",
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                    "text": "Figure 11 – Waterman Drive – Crash Summary by Collision Type",
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                    "text": "Figure 12 – Waterman Drive – Crash Summary by Roadway Surface Conditions",
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                    "text": "Figure 13 – Waterman Drive – Crash Summary by Light Conditions",
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                    "text": "Figure 14 – W Market Street – Crash Summary by Year",
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                    "text": "Figure 15 – W Market Street – Crash Summary by Collision Type",
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                    "text": "Figure 16 – W Market Street – Crash Summary by Roadway Surface Conditions",
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                    "text": "Figure 17 – W Market Street – Crash Summary by Light Conditions",
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                    "text": "Figure 18 & 19 – 2024 Existing Peak Hour Traffic Volumes",
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                    "text": "Figure 20 & 21 – 2034 Background Peak Hour Traffic Volumes",
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                    "text": "Figure 22 – Northend Greenway to Friendly City Trail Alignments",
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