GDOT14

{
  "id": 1073,
  "type": "Substructure",
  "view-angle": "Elevation",
  "bbox": [
    0,
    0,
    0.3923529411764706,
    0.43172727272727274
  ],
  "confidence_score": 0.85,
  "remarks": "No validated same-instance relation.",
  "qa-comments": "review_required=False; mapping_relation=unresolved_singleton",
  "column": "bridge_deck_and_piers",
  "url": "https://res.cloudinary.com/laiuauox/image/upload/v1785063245/edapro/gdot_drawing-5e332594b71e49219f238272b842b004/items/bridge_deck_and_piers_p02_r03.png",
  "item_key": "bridge_deck_and_piers_p02_r03",
  "label": "Bridge Deck And Piers",
  "identifier": null,
  "discipline": "bridge_structural",
  "view_types": [
    "cross_section",
    "elevation",
    "plan"
  ],
  "linked_notes": "EACH BRIDGE CONSISTS OF (same page); BENT NUMBER / PILE TIP ELEVATION (same page); DESIGN DATA (same page); TRAFFIC DATA (same page); UTILITIES (same page); GENERAL NOTES (same page); Temporary Shoring - Bridge Construction (same page); Foundation Backfill Material - Place 1'-0\" of Type II Foundation Backfill Material Under Each Footing at Bents 2 (same page); Driving Resistance - Dynamic Pile Testing (same page); Dynamic Pile Testing - Perform Pile Testing Using the Pile Driving Analyzer (PDA) (same page); GENERAL NOTES CONTINUED (same page)",
  "linked_tables": "SUMMARY OF QUANTITIES (same page); SUMMARY OF QUANTITIES (same page)",
  "shape_summary": {
    "circle": 4,
    "line_run": 3,
    "polygon": 21,
    "total": 28
  },
  "merged_from": null,
  "page_id": 82,
  "file_id": 35,
  "project_id": "25"
}