{ "document_id": 12086, "page": 5, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12197, "item_count": 27, "counts_by_type": { "figure": 1, "header": 5, "heading": 1, "list": 2, "list_item": 7, "text": 11 }, "build_ms": 2, "items": [ { "id": "p5.1", "order": 1, "type": "figure", "bbox": { "l": 138, "t": 744.72, "r": 192.72, "b": 681.6 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image" } }, { "id": "p5.2", "order": 2, "type": "header", "bbox": { "l": 235.44, "t": 728.64, "r": 428.64, "b": 713.76 }, "text": "McDonough & Rea Associates, Inc.", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p5.3", "order": 3, "type": "header", "bbox": { "l": 211.68, "t": 709.44, "r": 453.12, "b": 680.64 }, "text": "Traffic and Transportation Consulting\n1431 Lakewood Road, Suite C, Manasquen, NJ 08736 • (732) 528-7076 • Fax (732) 528-6673\n105 Elm Street, Lower Level, Westfield, NJ 07090 • (908) 789-7180 • Fax (908) 789-7181", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p5.4", "order": 4, "type": "header", "bbox": { "l": 80.4, "t": 650.88, "r": 165.36, "b": 637.44 }, "text": "John N. Ernst, PE", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p5.5", "order": 5, "type": "header", "bbox": { "l": 434.16, "t": 649.2, "r": 526.56, "b": 635.52 }, "text": "December 28, 2022", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p5.6", "order": 6, "type": "header", "bbox": { "l": 292.08, "t": 649.44, "r": 307.92, "b": 637.92 }, "text": "-2", "attrs": { "block_label": "number" }, "level": 2 }, { "id": "p5.7", "order": 7, "type": "heading", "bbox": { "l": 79.68, "t": 606, "r": 175.2, "b": 591.12 }, "text": "SCOPE OF STUDY", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p5.8", "order": 8, "type": "text", "bbox": { "l": 79.2, "t": 577.68, "r": 529.2, "b": 549.12 }, "text": "In order to prepare a thorough Traffic Impact Analysis for this project, MRA has conducted the following tasks:" }, { "id": "p5.9", "order": 9, "type": "list", "bbox": { "l": 95.52, "t": 539.76, "r": 512.4, "b": 472.08 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p5.9.1", "order": 10, "type": "list_item", "bbox": { "l": 96.48, "t": 539.76, "r": 512.4, "b": 511.44 }, "text": "Made field visits to the site to establish existing roadway and traffic conditions in the area.", "marker": "1." }, { "id": "p5.9.2", "order": 11, "type": "list_item", "bbox": { "l": 95.52, "t": 500.16, "r": 512.4, "b": 472.08 }, "text": "Conducted 2021 seasonal (summer) peak hour traffic counts at the following intersections:", "marker": "2." } ] }, { "id": "p5.10", "order": 12, "type": "text", "bbox": { "l": 130.32, "t": 462.24, "r": 245.28, "b": 449.28 }, "text": "CR 537/CR 526/571" }, { "id": "p5.11", "order": 13, "type": "text", "bbox": { "l": 131.04, "t": 448.56, "r": 311.28, "b": 434.88 }, "text": "CR 537/I-195 westbound off-ramp" }, { "id": "p5.12", "order": 14, "type": "text", "bbox": { "l": 130.8, "t": 435.12, "r": 240.48, "b": 422.64 }, "text": "CR 537/Pine Drive" }, { "id": "p5.13", "order": 15, "type": "text", "bbox": { "l": 121.92, "t": 421.92, "r": 362.4, "b": 407.76 }, "text": "CR 537/U-turn jughandles west of Pine Drive" }, { "id": "p5.14", "order": 16, "type": "list", "bbox": { "l": 95.28, "t": 397.2, "r": 513.12, "b": 212.4 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p5.14.1", "order": 17, "type": "list_item", "bbox": { "l": 95.52, "t": 397.2, "r": 512.88, "b": 369.6 }, "text": "Installed automatic traffic recording devices (ATR's) along eastbound and westbound CR 537 in the summer of 2021.", "marker": "3." }, { "id": "p5.14.2", "order": 18, "type": "list_item", "bbox": { "l": 95.28, "t": 359.52, "r": 347.28, "b": 344.4 }, "text": "Reviewed Pre-Covid traffic data along Route 537.", "marker": "4." }, { "id": "p5.14.3", "order": 19, "type": "list_item", "bbox": { "l": 95.28, "t": 334.8, "r": 512.64, "b": 278.88 }, "text": "Prepared trip generation estimates for the proposed uses based upon anticipated activity within the recreational complex and for the restaurant/commercial uses based upon data from the 11^{th} Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual and trip generation research data.", "marker": "5." }, { "id": "p5.14.4", "order": 20, "type": "list_item", "bbox": { "l": 95.28, "t": 268.08, "r": 513.12, "b": 239.04 }, "text": "Projected traffic volumes to a design year of 2032 in accordance with Ocean County Planning Board protocol.", "marker": "6." }, { "id": "p5.14.5", "order": 21, "type": "list_item", "bbox": { "l": 95.52, "t": 227.76, "r": 468, "b": 212.4 }, "text": "Conducted level of service capacity analyses for the following intersections:", "marker": "7." } ] }, { "id": "p5.15", "order": 22, "type": "text", "bbox": { "l": 129.6, "t": 201.12, "r": 296.16, "b": 187.92 }, "text": "CR 537/Pine Drive intersection" }, { "id": "p5.16", "order": 23, "type": "text", "bbox": { "l": 129.36, "t": 187.2, "r": 419.28, "b": 173.76 }, "text": "CR 537/U-turn jughandles west of Pine Drive intersection" }, { "id": "p5.17", "order": 24, "type": "text", "bbox": { "l": 129.84, "t": 174, "r": 388.8, "b": 159.6 }, "text": "CR 537 and I-195 westbound off-ramp intersection" }, { "id": "p5.18", "order": 25, "type": "text", "bbox": { "l": 130.08, "t": 160.32, "r": 323.04, "b": 147.6 }, "text": "CR 537 and CR 526/571 intersection" }, { "id": "p5.19", "order": 26, "type": "text", "bbox": { "l": 129.84, "t": 147.12, "r": 383.28, "b": 132.96 }, "text": "Pine Drive Extension and internal site intersection" }, { "id": "p5.20", "order": 27, "type": "text", "bbox": { "l": 77.76, "t": 120.96, "r": 531.12, "b": 92.4 }, "text": "The following report sets forth the database accumulated and the conclusions reached with respect to Adventure Crossing, Phases I, II, III and IV." } ], "excluded_furniture": { "first": [], "last": [] } }