VUP.pdf

{
  "id": 5030,
  "type": "Substructure",
  "view-angle": "Elevation",
  "bbox": [
    0.046,
    0.5760000000000001,
    0.374,
    0.999
  ],
  "confidence_score": 0.78,
  "remarks": "No validated same-instance relation.",
  "qa-comments": "review_required=False; mapping_relation=unresolved_singleton",
  "column": "bridge_elevation_at_vup",
  "url": null,
  "item_key": "bridge_elevation_at_vup_p01_r01",
  "label": "Bridge Elevation At Vup",
  "caption": "elevation of bridge span between abutments A1 and A2 with girder, deck slab and return walls",
  "view_type": "elevation",
  "section_label": null,
  "region_kind": "drawing",
  "drawing_number": null,
  "scale": "1:325",
  "area": "bridge elevation",
  "structure": "VUP at CH 1394+430",
  "structure_part": "general arrangement",
  "elements": [
    "rcc girder",
    "deck slab",
    "wearing coat",
    "expansion joint",
    "return wall",
    "re wall",
    "abutment",
    "crash barrier",
    "pcc leveling course"
  ],
  "identifiers": [
    "A1",
    "A2",
    "1394+430",
    "60000 ROW",
    "21200 BRG. TO BRG.",
    "20000 CLEAR SPAN"
  ],
  "referenced_sheets": [],
  "uncertainty_codes": [
    "composite_scope"
  ],
  "tier": "balanced",
  "identifier": null,
  "discipline": "bridge_structural",
  "view_types": [
    "elevation",
    "table"
  ],
  "linked_notes": "GENERAL ARRANGEMENT DRAWING OF VUP AT CHAINAGE 1394+430 (same page)",
  "linked_tables": null,
  "shape_summary": {
    "circle": 19,
    "rectangle": 9,
    "line_run": 32,
    "polygon": 22,
    "total": 82
  },
  "merged_from": null,
  "page_id": 380,
  "file_id": 76,
  "project_id": "41",
  "token_count": 106247
}