{ "document_id": 10209, "page": 25, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10320, "item_count": 19, "counts_by_type": { "caption": 3, "figure": 2, "footer": 2, "footnote": 3, "header": 2, "heading": 1, "link": 2, "text": 4 }, "build_ms": 2, "items": [ { "id": "p25.1", "order": 1, "type": "header", "bbox": { "l": 20.4, "t": 771.6, "r": 113.76, "b": 756.48 }, "text": "DISTRICT ONE", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p25.2", "order": 2, "type": "header", "bbox": { "l": 396, "t": 772.56, "r": 576.96, "b": 759.12 }, "text": "HIGHLANDS COUNTY Feasibility Study", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p25.3", "order": 3, "type": "text", "bbox": { "l": 54.48, "t": 705.84, "r": 556.8, "b": 663.36 }, "text": "Before traffic improvement needs can be identified, an understanding of the physical, natural and sociocultural characteristics is necessary so the right improvement can be identified and evaluated. The next sections discuss a series of US 27 characteristics from an engineering and environmental standpoint." }, { "id": "p25.4", "order": 4, "type": "heading", "bbox": { "l": 72.24, "t": 653.76, "r": 145.68, "b": 641.52 }, "text": "2.5. Roadway", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p25.5", "order": 5, "type": "text", "bbox": { "l": 54, "t": 637.44, "r": 557.04, "b": 551.28 }, "text": "Major intersections along the US 27 study corridor include SR 70, SR 66/US 98, SR 17 and SR 64/SR 17. As noted previously, the posted speeds range from 45 mph to 65 mph and the number of through lanes range from four to six 12-foot-wide travel lanes with existing ROW widths varying from 100 feet to 300 feet. Existing bicycle facilities consist of four to five-foot paved shoulders and keyholes[p25.5.3] or through bike lanes. Pedestrian facilities are limited to intermittent sidewalks within Sebring and Avon Park. Figure 11 details the existing typical sections throughout the project corridor.", "children": [ { "id": "p25.5.1", "order": 6, "type": "link", "bbox": { "l": 354.798, "t": 580.392, "r": 400.97, "b": 565.901 }, "text": "Figure 11", "attrs": { "target_page": 25, "action_type": "/GoTo" } }, { "id": "p25.5.2", "order": 7, "type": "link", "bbox": { "l": 356.88, "t": 595.501, "r": 360.409, "b": 586.188 }, "text": "1", "attrs": { "target_page": 25, "action_type": "/GoTo" } }, { "id": "p25.5.3", "order": 8, "type": "text", "bbox": { "l": 54, "t": 637.44, "r": 557.04, "b": 551.28 }, "text": "¹", "attrs": { "inline": true, "text_offset": 395, "text_span": 9, "bbox_estimated": true } } ] }, { "id": "p25.6", "order": 9, "type": "caption", "bbox": { "l": 55.2, "t": 540.48, "r": 236.4, "b": 528.24 }, "text": "Figure 11: Existing Typical Section Diagram", "attrs": { "block_label": "figure_title" } }, { "id": "p25.7", "order": 10, "type": "caption", "bbox": { "l": 237.12, "t": 526.08, "r": 374.16, "b": 513.12 }, "text": "CR 17 to SR 70 (Four Lanes)", "attrs": { "block_label": "figure_title" } }, { "id": "p25.8", "order": 11, "type": "figure", "bbox": { "l": 92.88, "t": 513.36, "r": 516.72, "b": 358.56 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p25.9", "order": 12, "type": "caption", "bbox": { "l": 174.48, "t": 321.84, "r": 436.32, "b": 308.4 }, "text": "Sebring Pkwy to South of Northwood Blvd (Six Lanes)", "attrs": { "block_label": "figure_title" } }, { "id": "p25.10", "order": 13, "type": "figure", "bbox": { "l": 83.28, "t": 293.28, "r": 528.24, "b": 140.64 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p25.11", "order": 14, "type": "footnote", "bbox": { "l": 250.08, "t": 355.44, "r": 373.68, "b": 329.76 }, "text": "CR 17 TO SR 70\nMP 28.579 TO MP 28.938 (ROADWAY ID 05010000)\nMP 0.000 TO MP 12.164 (ROADWAY ID 09010000)\nPOSTED SPEED 55/65 MPH", "attrs": { "block_label": "vision_footnote" } }, { "id": "p25.12", "order": 15, "type": "footnote", "bbox": { "l": 243.12, "t": 131.04, "r": 366.96, "b": 107.52 }, "text": "US 27\nSEBRING PWY TO SOUTH OF NORTHWOOD BLVD\nMP 8.474 TO MP 8.881\nPOSTED SPEED LIMIT 50 MPH", "attrs": { "block_label": "vision_footnote" } }, { "id": "p25.13", "order": 16, "type": "footnote", "bbox": { "l": 55.44, "t": 79.68, "r": 538.32, "b": 66.72 }, "text": "[p25.13.1] A keyhole lane is placed between a through lane and an adjacent right turn lane, bus bay or parking lane, FDM, 2018", "attrs": { "block_label": "footnote" }, "children": [ { "id": "p25.13.1", "order": 17, "type": "text", "bbox": { "l": 55.44, "t": 79.68, "r": 538.32, "b": 66.72 }, "text": "¹", "attrs": { "inline": true, "text_offset": 0, "text_span": 10, "bbox_estimated": true } } ] }, { "id": "p25.14", "order": 18, "type": "footer", "bbox": { "l": 20.88, "t": 34.08, "r": 70.08, "b": 16.32 }, "text": "FDOT", "attrs": { "block_label": "footer" } }, { "id": "p25.15", "order": 19, "type": "footer", "bbox": { "l": 541.68, "t": 34.32, "r": 556.08, "b": 23.76 }, "text": "17", "attrs": { "block_label": "number" } } ], "excluded_furniture": { "first": [], "last": [] } }