GDOT21

{
  "id": 6318,
  "type": "Substructure",
  "view-angle": "none",
  "bbox": [
    0.5817117647058824,
    0.41664545454545454,
    0.9691705882352941,
    0.6247181818181818
  ],
  "confidence_score": 0.85,
  "remarks": "No validated same-instance relation.",
  "qa-comments": "review_required=False; mapping_relation=unresolved_singleton",
  "column": "bearing_pad_schedule",
  "url": "https://res.cloudinary.com/laiuauox/image/upload/v1786289148/edapro/gdot_plan-ab5a9057847f41e3bb9d0ead3c6f2c22/items/bearing_pad_schedule_p12_r10.png",
  "item_key": "bearing_pad_schedule_p12_r10",
  "label": "Bearing Pad Schedule",
  "caption": "Schedule of bearing pad dimensions and design loads by bent",
  "view_type": "table",
  "section_label": null,
  "region_kind": "table",
  "drawing_number": null,
  "scale": null,
  "area": "bearing pad area",
  "structure": null,
  "structure_part": null,
  "elements": [],
  "identifiers": null,
  "referenced_sheets": [],
  "uncertainty_codes": [],
  "tier": "balanced",
  "identifier": null,
  "discipline": "bridge_structural",
  "view_types": [
    "table"
  ],
  "linked_notes": null,
  "linked_tables": null,
  "shape_summary": {
    "circle": 5,
    "rectangle": 80,
    "line_run": 23,
    "polygon": 18,
    "total": 126
  },
  "merged_from": null,
  "page_id": 469,
  "file_id": 103,
  "project_id": "6a788463377a164a971715d7",
  "token_count": 2838422
}