{ "document_id": 16843, "page": 19, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 16958, "item_count": 35, "counts_by_type": { "caption": 2, "footer": 1, "footnote": 1, "heading": 1, "link": 1, "table": 2, "table_cell": 25, "text": 2 }, "build_ms": 9, "items": [ { "id": "p19.1", "order": 1, "type": "caption", "bbox": { "l": 235.2, "t": 718.56, "r": 377.28, "b": 704.4 }, "text": "Table 1-5 – Crash Statistics", "attrs": { "block_label": "figure_title" } }, { "id": "p19.2", "order": 2, "type": "table", "bbox": { "l": 73.44, "t": 700.8, "r": 537.84, "b": 535.44 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "cells_checked": 13, "cells_flagged": 0 } }, "children": [ { "id": "p19.2.1", "order": 3, "type": "table_cell", "bbox": { "l": 278.28, "t": 697.602, "r": 338.8734, "b": 682.0409999999999 }, "text": "Crash Statistics", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 6, "bbox_refit": true } }, { "id": "p19.2.2", "order": 4, "type": "table_cell", "bbox": { "l": 80.88, "t": 667.242, "r": 205.758, "b": 595.701 }, "text": "Facility\nUS 41 Business (SR 45) Green Bridge\nUS 41 (SR 55) / US 301 (SR 683) DeSoto Bridge", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.3", "order": 5, "type": "table_cell", "bbox": { "l": 217.08, "t": 667.242, "r": 298.6647, "b": 597.021 }, "text": "Limits\nWestbound SR 64 to 10th Street\nWestbound SR 64 to 10th Street", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.4", "order": 6, "type": "table_cell", "bbox": { "l": 316.2, "t": 679.242, "r": 345.5733, "b": 589.701 }, "text": "Total 5-Year Crashes\n485\n803", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.5", "order": 7, "type": "table_cell", "bbox": { "l": 365.64, "t": 673.242, "r": 395.0124, "b": 589.701 }, "text": "Fatal Crashes\n2\n1", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.6", "order": 8, "type": "table_cell", "bbox": { "l": 412.44, "t": 679.242, "r": 441.8124, "b": 589.701 }, "text": "Serious Injury Crashes\n11\n8", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.7", "order": 9, "type": "table_cell", "bbox": { "l": 462.36, "t": 679.242, "r": 526.6389, "b": 589.701 }, "text": "Predominant Crash Type (% of Crashes)\nRear End (26%); Sideswipe (24%)\nRear End (47%)", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.8", "order": 10, "type": "table_cell", "bbox": { "l": 79.68, "t": 582.8820000000001, "r": 189.8643, "b": 539.184 }, "text": "I-75 (SR 93) I-75 Bridge\nSource: Signal 4, 2020-2024.", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.2.9", "order": 11, "type": "table_cell", "bbox": { "l": 217.08, "t": 582.8820000000001, "r": 298.6647, "b": 555.501 }, "text": "Westbound SR 64 to US 301", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.2.10", "order": 12, "type": "table_cell", "bbox": { "l": 319.44, "t": 576.8820000000001, "r": 340.725, "b": 561.501 }, "text": "1,119", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.2.11", "order": 13, "type": "table_cell", "bbox": { "l": 377.157, "t": 576.8820000000001, "r": 382.008, "b": 561.501 }, "text": "5", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.2.12", "order": 14, "type": "table_cell", "bbox": { "l": 421.914, "t": 576.8820000000001, "r": 431.562, "b": 561.501 }, "text": "45", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.2.13", "order": 15, "type": "table_cell", "bbox": { "l": 464.511, "t": 576.8820000000001, "r": 524.5824, "b": 561.501 }, "text": "Rear End (47%)", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1, "bbox_refit": true } } ] }, { "id": "p19.3", "order": 16, "type": "text", "bbox": { "l": 70.08, "t": 521.28, "r": 541.68, "b": 489.84 }, "text": "The five-year crash rates for all three facilities exceed both the FDOT District One and statewide average cash rates for similar facilities, as shown in Table 1-6." }, { "id": "p19.4", "order": 17, "type": "link", "bbox": { "l": 317.519, "t": 505.998, "r": 370.417, "b": 477.172 }, "text": "Table 1-6.", "attrs": { "target_page": 19, "action_type": "/GoTo" } }, { "id": "p19.5", "order": 18, "type": "caption", "bbox": { "l": 243.84, "t": 475.44, "r": 368.16, "b": 462.24 }, "text": "Table 1-6 – Crash Rates", "attrs": { "block_label": "figure_title" } }, { "id": "p19.6", "order": 19, "type": "table", "bbox": { "l": 73.92, "t": 464.16, "r": 538.08, "b": 264.96 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 5, "integrity": { "cells_checked": 12, "cells_flagged": 0 } }, "children": [ { "id": "p19.6.1", "order": 20, "type": "table_cell", "bbox": { "l": 278.28, "t": 454.842, "r": 338.8734, "b": 439.281 }, "text": "Crash Statistics", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true } }, { "id": "p19.6.2", "order": 21, "type": "table_cell", "bbox": { "l": 80.88, "t": 424.482, "r": 205.758, "b": 352.821 }, "text": "Facility\nUS 41 Business (SR 45) Green Bridge\nUS 41 (SR 55) / US 301 (SR 683) DeSoto Bridge", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.6.3", "order": 22, "type": "table_cell", "bbox": { "l": 217.08, "t": 424.482, "r": 298.6647, "b": 354.141 }, "text": "Limits\nWestbound SR 64 to 10th Street\nWestbound SR 64 to 10th Street", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.6.4", "order": 23, "type": "table_cell", "bbox": { "l": 311.28, "t": 430.482, "r": 363.972, "b": 346.821 }, "text": "5-Year Crash Rates (1)\n3.87\n3.81", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.6.5", "order": 24, "type": "table_cell", "bbox": { "l": 382.44, "t": 436.362, "r": 437.2113, "b": 346.821 }, "text": "District One Average Crash Rates (2)\n1.27\n1.27", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.6.6", "order": 25, "type": "table_cell", "bbox": { "l": 465.24, "t": 436.362, "r": 520.0113, "b": 346.821 }, "text": "Statewide Average Crash Rates (3)\n1.03\n1.03", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } }, { "id": "p19.6.7", "order": 26, "type": "table_cell", "bbox": { "l": 120.36, "t": 340.122, "r": 166.266, "b": 312.741 }, "text": "I-75 (SR 93) I-75 Bridge", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.6.8", "order": 27, "type": "table_cell", "bbox": { "l": 217.08, "t": 340.122, "r": 298.6647, "b": 312.741 }, "text": "Westbound SR 64 to US 301", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.6.9", "order": 28, "type": "table_cell", "bbox": { "l": 328.56, "t": 334.122, "r": 345.048, "b": 318.741 }, "text": "1.33", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.6.10", "order": 29, "type": "table_cell", "bbox": { "l": 400.56, "t": 334.122, "r": 417.048, "b": 318.741 }, "text": "0.69", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.6.11", "order": 30, "type": "table_cell", "bbox": { "l": 483.963, "t": 334.122, "r": 500.451, "b": 318.741 }, "text": "0.90", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p19.6.12", "order": 31, "type": "table_cell", "bbox": { "l": 73.92, "t": 298.16, "r": 538.08, "b": 264.96 }, "text": "Sources/Notes:(1) Crashes per Million Vehicle Miles Traveled - calculated using 2020-2024 five-year crash totals and AADT volumes.(2) Average Number of Crashes per MVMT on Similar FDOT District One Facilities.(3) Average Number of Crashes per MVMT on Similar Statowide Facilities", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 5 } } ] }, { "id": "p19.7", "order": 32, "type": "heading", "bbox": { "l": 69.6, "t": 245.52, "r": 145.68, "b": 231.84 }, "text": "Project Status", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p19.8", "order": 33, "type": "text", "bbox": { "l": 68.16, "t": 217.2, "r": 543.12, "b": 83.76 }, "text": "The project is identified in the Sarasota/Manatee MPO 2050 LRTP as a Tier 2 Roadway Capacity Program Project (unfunded). While it is noted in the Sarasota/Manatee MPO Fiscal Years (FY) 2025/26 - 2029/30 Transportation Improvement Program (TIP) as a regional bridge priority and part of the 2024 List of Project Priorities, no funding is identified. It is additionally identified as part of the Sarasota/Manatee MPO 2025 List of Project Priorities. The project is also included in the current FDOT State Transportation Improvement Program (STIP) as well as the FDOT 2026 - 2030 Five-Year Work Program with funding allocated for the PD&E phase in FY 2026. As the project advances, FDOT District One will coordinate with the Sarasota/Manatee MPO to ensure" }, { "id": "p19.9", "order": 34, "type": "footer", "bbox": { "l": 500.64, "t": 74.4, "r": 541.2, "b": 60.24 }, "text": "Page | 9", "attrs": { "block_label": "number" } }, { "id": "p19.10", "order": 35, "type": "footnote", "bbox": { "l": 76.8, "t": 271.2, "r": 366, "b": 259.2 }, "text": "(3) Average Number of Crashes per MVMT on Similar Statewide Facilities.", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }