{ "document_id": 10209, "page": 46, "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": 24, "counts_by_type": { "caption": 1, "footer": 2, "footnote": 1, "header": 2, "heading": 1, "link": 2, "table": 1, "table_cell": 12, "text": 2 }, "build_ms": 4, "items": [ { "id": "p46.1", "order": 1, "type": "header", "bbox": { "l": 20.64, "t": 771.36, "r": 113.76, "b": 756.72 }, "text": "DISTRICT ONE", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p46.2", "order": 2, "type": "header", "bbox": { "l": 396.24, "t": 772.08, "r": 576.72, "b": 759.6 }, "text": "HIGHLANDS COUNTY Feasibility Study", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p46.3", "order": 3, "type": "caption", "bbox": { "l": 55.68, "t": 718.8, "r": 449.04, "b": 707.52 }, "text": "Table 14: Level of Service analysis along US 27 for General-Purpose Lane Widening Alternative", "attrs": { "block_label": "figure_title" } }, { "id": "p46.4", "order": 4, "type": "table", "bbox": { "l": 58.8, "t": 706.32, "r": 538.08, "b": 459.03552 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 6, "integrity": { "cells_checked": 12, "cells_flagged": 1, "flags": [ { "row": 0, "col": 5, "coverage": 0.5, "text": "PEAK HOUR-LOS" } ] } }, "children": [ { "id": "p46.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 103.08, "t": 685.87056, "r": 131.449488, "b": 670.54704 }, "text": "FROM", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p46.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 225.84, "t": 685.87056, "r": 238.82304, "b": 670.54704 }, "text": "TO", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p46.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 299.28, "t": 699.31056, "r": 348.158496, "b": 657.10704 }, "text": "MAX PEAK HOUR VOLUME", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p46.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 370.2, "t": 706.03056, "r": 415.186896, "b": 650.3870400000001 }, "text": "SERVICE VOLUME CAPACITY LOS D", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p46.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 434.04, "t": 699.31056, "r": 475.996416, "b": 657.10704 }, "text": "MAX V/C RATIO RANGE", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "column_header": true, "header_source": "pdf" } }, { "id": "p46.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 458.2, "t": 706.32, "r": 538.08, "b": 679.2267 }, "text": "PEAK HOUR-LOS", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p46.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 63.48, "t": 650.68704, "r": 142.059408, "b": 465.75552 }, "text": "Highlands/Glades County Line\nLake Henry Dr\nTouchton Rd\nDesoto Dr\nLakeview Dr\nW Main St\nPalmetto St\nCounty Rd", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p46.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 181.8, "t": 643.96704, "r": 249.098736, "b": 459.03552 }, "text": "Lake Henry Dr\nTouchton Rd\nDesoto Dr\nLakeview Dr\nW Main St\nPalmetto St\nCounty Rd\nHighlands/Polk County Line", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p46.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 311.16, "t": 643.96704, "r": 336.32016, "b": 465.75552 }, "text": "1,850\n1,600\n3,100\n3,100\n3,200\n3,000\n3,150\n3,950", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p46.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 365.88, "t": 643.96704, "r": 419.4792, "b": 465.75552 }, "text": "1,580-2000\n1,580\n3,020-4,040\n3,020\n3,020-4,040\n3,020\n3,020\n4,040", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p46.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 445.2, "t": 643.96704, "r": 464.84016, "b": 465.75552 }, "text": "0.95\n1.01\n0.88\n0.99\n0.96\n0.99\n1,04\n0.97", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p46.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 507.48, "t": 644.11056, "r": 514.4352, "b": 465.34704 }, "text": "C\nE\nC\nD\nC\nD\nE\nC", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p46.5", "order": 17, "type": "heading", "bbox": { "l": 55.44, "t": 422.88, "r": 136.8, "b": 410.4 }, "text": "Predictive Safety", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p46.6", "order": 18, "type": "text", "bbox": { "l": 54.96, "t": 408.48, "r": 556.32, "b": 307.68 }, "text": "The Crash Reduction Factors (CRF) developed by FDOT were applied to proposed improvements in the study area. FDOT Safety Office Crash Reduction Analysis Safety Hub (CRASH) program is a safety improvement tools used by FDOT to conduct benefit-cost analyses and calculate CRF (https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/qa/tools/crfguide.pdf?sfvrsn=2e360f88_2). The improvement in the Build Alternative decreases the total crashes by 13%. However, the improvement increases sideswipe, fixed-object, wrong-way and pedestrian crashes.", "children": [ { "id": "p46.6.1", "order": 19, "type": "link", "bbox": { "l": 58.6855, "t": 365.639, "r": 556.65, "b": 351.148 }, "text": "(https://fdotwww.blob.core.windows.net/sitefinity/docs/default-", "attrs": { "uri": "https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/qa/tools/crfguide.pdf?sfvrsn=2e360f88_2", "action_type": "/URI" } }, { "id": "p46.6.2", "order": 20, "type": "link", "bbox": { "l": 55.3501, "t": 351.148, "r": 323.367, "b": 336.657 }, "text": "source/roadway/qa/tools/crfguide.pdf?sfvrsn=2e360f88_2).", "attrs": { "uri": "https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/qa/tools/crfguide.pdf?sfvrsn=2e360f88_2", "action_type": "/URI" } } ] }, { "id": "p46.7", "order": 21, "type": "footnote", "bbox": { "l": 55.2, "t": 458.4, "r": 556.32, "b": 434.16 }, "text": "[p46.7.1]- The generalized peak hour directional volumes for Florida's rural areas have a limit of 3-lane divided roadways, hence capacity of 1-lane is added to 3-lane divided roadways for the capacity analysis for 4-lane rural roadways.", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p46.7.1", "order": 22, "type": "text", "bbox": { "l": 55.2, "t": 458.4, "r": 556.32, "b": 434.16 }, "text": "^{*}", "attrs": { "inline": true, "text_offset": 0, "text_span": 9, "bbox_estimated": true } } ] }, { "id": "p46.8", "order": 23, "type": "footer", "bbox": { "l": 21.36, "t": 34.32, "r": 69.84, "b": 15.84 }, "text": "FDOT", "attrs": { "block_label": "footer" } }, { "id": "p46.9", "order": 24, "type": "footer", "bbox": { "l": 542.16, "t": 34.08, "r": 555.84, "b": 23.76 }, "text": "38", "attrs": { "block_label": "number" } } ], "excluded_furniture": { "first": [], "last": [] } }