{
    "document_id": 12087,
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    "width_pt": 612,
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    "source_run_id": 12198,
    "item_count": 18,
    "counts_by_type": {
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        "header": 3,
        "heading": 3,
        "text": 11
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            "id": "p10.1",
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            "bbox": {
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            "text": "John N. Ernst, PE",
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            "text": "December 28, 2022",
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            "type": "header",
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            },
            "text": "-7",
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                "block_label": "number"
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            "level": 2
        },
        {
            "id": "p10.5",
            "order": 5,
            "type": "heading",
            "bbox": {
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            },
            "text": "CR 537/U-TURN FACILITIES",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p10.6",
            "order": 6,
            "type": "text",
            "bbox": {
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            "text": "At the signalized U-Turn facility on CR 537, findings were that this signalized intersection would operate as follows, with the Phase I improvements, including widening the CR 537 westbound ramp and restriping the approach to the signal to provide a double left turn lane and a thru lane with the traffic signal operating on a 110 second cycle:"
        },
        {
            "id": "p10.7",
            "order": 7,
            "type": "text",
            "bbox": {
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            },
            "text": "➢ Weekday PM peak street hour: Level of service “C”, 26.4 seconds of delay."
        },
        {
            "id": "p10.8",
            "order": 8,
            "type": "text",
            "bbox": {
                "l": 95.76,
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                "r": 466.56,
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            },
            "text": "Saturday AM peak street hour: Level of service “C”, 31.4 seconds of delay."
        },
        {
            "id": "p10.9",
            "order": 9,
            "type": "text",
            "bbox": {
                "l": 96,
                "t": 456.24,
                "r": 465.36,
                "b": 439.92
            },
            "text": "> Saturday PM peak street hour: Level of service \"C\", 25.8 seconds of delay."
        },
        {
            "id": "p10.10",
            "order": 10,
            "type": "text",
            "bbox": {
                "l": 78.24,
                "t": 429.6,
                "r": 531.12,
                "b": 387.12
            },
            "text": "Based on the foregoing analyses, the roadway and traffic signal improvements at this location associated with Adventure Crossing-Phase I will be capable of supporting Adventure Crossing traffic volumes within acceptable traffic engineering parameters."
        },
        {
            "id": "p10.11",
            "order": 11,
            "type": "heading",
            "bbox": {
                "l": 78.24,
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            },
            "text": "PINE DRIVE INTERNAL 4-WAY INTERSECTION",
            "attrs": {
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            },
            "level": 3
        },
        {
            "id": "p10.12",
            "order": 12,
            "type": "text",
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            "text": "At the internal Pine Drive 4-way intersection within the site, south of the CR 537/Pine Drive intersection, the following are our findings with 2 lanes on the northbound, southbound and westbound approaches and 3 lanes on the eastbound approach controlled by a 2-phase second cycle traffic signal."
        },
        {
            "id": "p10.13",
            "order": 13,
            "type": "text",
            "bbox": {
                "l": 94.32,
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            },
            "text": "▶ Weekday PM peak street hour: Level of service “C”, 23.8 seconds of delay."
        },
        {
            "id": "p10.14",
            "order": 14,
            "type": "text",
            "bbox": {
                "l": 94.8,
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                "r": 467.28,
                "b": 242.64
            },
            "text": "Saturday AM peak street hour: Level of service “C”, 20.7 seconds of delay."
        },
        {
            "id": "p10.15",
            "order": 15,
            "type": "text",
            "bbox": {
                "l": 95.04,
                "t": 230.4,
                "r": 465.6,
                "b": 214.08
            },
            "text": "Saturday PM peak street hour: Level of service \"C\", 26.3 seconds of delay."
        },
        {
            "id": "p10.16",
            "order": 16,
            "type": "text",
            "bbox": {
                "l": 77.52,
                "t": 203.52,
                "r": 530.16,
                "b": 174
            },
            "text": "Based on the foregoing, the internal 4-way intersection will operate within acceptable traffic engineering parameters as a signalized intersection."
        },
        {
            "id": "p10.17",
            "order": 17,
            "type": "heading",
            "bbox": {
                "l": 78.48,
                "t": 165.12,
                "r": 318.96,
                "b": 150.72
            },
            "text": "CR 537/I-195 WESTBOUND OFF-RAMP INTERSECTION",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p10.18",
            "order": 18,
            "type": "text",
            "bbox": {
                "l": 77.28,
                "t": 138.72,
                "r": 531.84,
                "b": 97.92
            },
            "text": "At this signalized intersection, the 2032 build traffic volumes indicate that the westbound approach should be widened to provide a double left turn lane to provide the following levels of service:"
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
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}