{
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            "bbox": {
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            "text": "Traffic and Transportation Consulting\n1431 Lakewood Road, Suite C, Manasquan, NJ 08736 • (732) 528-7076 • Fax (732) 528-6673\n105 Elm Street, Lower Level, Westfield, NJ 07090 • (908) 789-7180 • Fax (908) 789-7181",
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            "text": "John N. Ernst, PE",
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            "text": "December 28, 2022",
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            "text": "-9",
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        },
        {
            "id": "p12.6",
            "order": 6,
            "type": "title",
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            "text": "McDonough & Rea Associates, Inc.",
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        },
        {
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            "type": "heading",
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            "text": "FINDINGS",
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        {
            "id": "p12.8",
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            "bbox": {
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            "text": "Based on MRA's analysis of Adventure Crossing, the following represents our findings:"
        },
        {
            "id": "p12.9",
            "order": 9,
            "type": "text",
            "bbox": {
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            },
            "text": "The foregoing analyses were conducted for 3 critical summer peak hour scenarios as follows:"
        },
        {
            "id": "p12.10",
            "order": 10,
            "type": "text",
            "bbox": {
                "l": 132,
                "t": 504.72,
                "r": 386.88,
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            },
            "text": "- Weekday PM peak street hour (4:00 PM-5:00 PM)"
        },
        {
            "id": "p12.11",
            "order": 11,
            "type": "text",
            "bbox": {
                "l": 132.48,
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                "r": 415.2,
                "b": 475.2
            },
            "text": "Saturday seasonal AM peak hour (10:00 AM-11:00 AM)"
        },
        {
            "id": "p12.12",
            "order": 12,
            "type": "text",
            "bbox": {
                "l": 132.96,
                "t": 476.16,
                "r": 398.64,
                "b": 460.56
            },
            "text": "• Saturday seasonal PM peak hour (6:00 PM-7:00 PM)"
        },
        {
            "id": "p12.13",
            "order": 13,
            "type": "text",
            "bbox": {
                "l": 97.2,
                "t": 450,
                "r": 515.28,
                "b": 394.32
            },
            "text": "Levels of service at the Pine Drive intersection will operate within acceptable traffic engineering parameters for the 2032 design year including Adventure Crossing-Phases I-IV traffic. This analysis assumes that roadway improvements associated with Adventure Crossing-Phase I has been constructed."
        },
        {
            "id": "p12.14",
            "order": 14,
            "type": "text",
            "bbox": {
                "l": 96.72,
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                "r": 515.76,
                "b": 314.16
            },
            "text": "Levels of service at the reversing jughandles will operate within acceptable traffic engineering parameters for the 2032 design year volumes with the recently completed westbound jughandle expansion and the proposed restriping to provide a southbound right turn lane. The intersection's northbound approach will also need to be improved to provide 2 approach lanes."
        },
        {
            "id": "p12.15",
            "order": 15,
            "type": "text",
            "bbox": {
                "l": 96.96,
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                "r": 515.52,
                "b": 271.68
            },
            "text": "The Pine Drive internal 4-way intersection is projected to operate at level of service “C” for the peak hours analyzed with a 2-phase, 110 second signal operation."
        },
        {
            "id": "p12.16",
            "order": 16,
            "type": "text",
            "bbox": {
                "l": 96.72,
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                "r": 516.24,
                "b": 216.24
            },
            "text": "The I-195 westbound ramp approach at the CR 537 intersection is projected to operate at level of service “B” for the 2032 build traffic volumes with widening to provide 2 left turn lanes on the ramp approach."
        },
        {
            "id": "p12.17",
            "order": 17,
            "type": "text",
            "bbox": {
                "l": 96.96,
                "t": 204.48,
                "r": 516.24,
                "b": 147.84
            },
            "text": "The CR 537/Anderson Road/Burnt Tavern Road intersection currently operates at level of service “F” and will continue to operate at level of service “F” with the 2032 no-build traffic volumes. Monmouth County is currently evaluating the intersection to improve safety and capacity at this location."
        },
        {
            "id": "p12.18",
            "order": 18,
            "type": "text",
            "bbox": {
                "l": 96.48,
                "t": 135.36,
                "r": 516.96,
                "b": 93.12
            },
            "text": "The CR 537 and CR526/571 intersection is projected to operate at level of service “D” or better for 2032 build traffic volumes during the peak hours analyzed with the existing geometry and traffic signal operation."
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}