Footing

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "longitudinal rectangular deck profile",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length in elevation."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "pile-supported footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beneath each visible bent; individual piles are shown but not tagged."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": null,
      "note": "Visible below both bent footings; exact count is unclear at this crop resolution."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearings shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular profile",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "Span length",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES — partial note block visible at right edge; text is cut off and illegible in part."
  ],
  "labels": [
    "PLAN",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop principally shows an elevation of a bridge with end walls, Bents 2 and 3, deck superstructure, bearings, and pile-supported bent footings. The bridge is dimensioned as three spans of 55'-0\", 82'-0\", and 55'-0\", with a stated total length of 192'-0\". A partial plan heading and dimension string are visible above the elevation."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; do not weld. Maintain minimum clearance as noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer all exposed edges unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "BENTS 2",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Place under each footing at Bents 2; use may be eliminated by the Engineer if the footing area is dry."
    },
    {
      "name": "footings",
      "tag": "BENTS 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified under each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    },
    {
      "name": "bridge bents",
      "tag": "BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Dynamic pile testing is required at the listed bent locations."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "EDITION",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Chamfer size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Foundation footing plan-dimension addition",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Notification/submittal period before driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\" . USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents specification requirements, reinforcement and concrete edge treatment, drainage and protective-platform requirements, footing backfill, shoring, and pile-driving/testing requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean and paint with special protective coating No. 2P; coating limits differ for end bent and intermediate bent piling."
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Included in special protective coating note."
    },
    {
      "name": "Cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the upper limit for intermediate bent piling coating."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Metal deck forms",
      "tag": "",
      "shape": "",
      "material": "metal",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Shop drawings are referenced."
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    },
    {
      "name": "Joint fillers",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as an incidental cost item."
    }
  ],
  "measurements": [
    {
      "label": "Coating extension below ground for end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extension below ground for intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING.",
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS. EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING. EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT.",
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [
    "WELDING",
    "SPECIAL PROTECTIVE COATING",
    "SHOP DRAWING SUBMISSION",
    "INCIDENTAL ITEMS"
  ],
  "description": "This crop is a block of general construction notes for a Georgia DOT project. It documents welding certification and electrode requirements, protective coating limits for piles and swaybracing, shop drawing submission requirements, and incidental bid-item requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "As necessary for bridge construction."
    },
    {
      "name": "foundation backfill material",
      "tag": "",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Placed under each footing at Bents 2; text following “AND.” is as printed."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    },
    {
      "name": "bent",
      "tag": "2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Plan footing dimensions allowance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    }
  ],
  "notes": [
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS."
  ],
  "labels": [],
  "description": "This crop is a block of bridge construction notes. It addresses protective platforms, temporary shoring, waiting period, foundation backfill beneath footings at Bent 2, and the plan driving objective."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; welding is prohibited."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer required unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "TYPE II",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Place under each footing at Bents 2 and 3."
    },
    {
      "name": "footings",
      "tag": "BENTS 2 AND 3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified beneath each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "concrete edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "foundation backfill thickness",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "foundation backfill plan footing dimension addition",
      "value": "2’-0”",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "Georgia DOT Specifications section",
      "value": "510",
      "unit": "",
      "appliesTo": "protective platforms"
    },
    {
      "label": "Georgia DOT Specifications sub-section",
      "value": "520.3.05.D.2",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Special Provision section",
      "value": "523",
      "unit": "",
      "appliesTo": "dynamic pile testing"
    },
    {
      "label": "notice/submittal period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "dynamic pile testing"
    },
    {
      "label": "Georgia DOT Specifications sub-section",
      "value": "520.3.05.D.2",
      "unit": "",
      "appliesTo": "wave equation analysis"
    },
    {
      "label": "review and approval submittal period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "wave equation analysis"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4” UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1’-0” OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND 3. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2’-0”. USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents general specifications, reinforcement and concrete requirements, railroad drainage, protective platforms, shoring, footing backfill, and pile-driving/testing requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided at this site."
    },
    {
      "name": "Temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "As necessary for bridge construction."
    },
    {
      "name": "Foundation backfill material",
      "tag": "TYPE II",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified beneath each footing at Bents 2, and [partial]."
    },
    {
      "name": "Footings",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "Additional plan footing dimension allowance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Footings"
    }
  ],
  "notes": [
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS."
  ],
  "labels": [
    "SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS",
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "SUBSTRUCTURE DETAILS"
  ],
  "description": "This crop is a block of bridge construction notes. It documents requirements for protective platforms, temporary shoring, waiting period, foundation backfill beneath footings, and the plan driving objective; the bent reference in the foundation backfill note is visibly incomplete or malformed in this crop."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in elevation below the plan; 44-421 at equal spaces is called out."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown in plan at six beam centerlines, two bearing locations per beam."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Elevation shown."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One below each column; footing plan/profile at right is marked typical."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two piles are visibly drawn below each footing; right-hand footing representation is typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I22",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-520",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1I23",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-521",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs at each end of the bent cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-522 DBL",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout occurs adjacent to both columns."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I21 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 1 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1I20 SERIES",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column 2 reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-420 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "16-920 AT EQ. SPS.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Footing reinforcement callout."
    },
    {
      "name": "dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "smooth steel",
      "count": 6,
      "note": "Plan callout: 1 1/2 in. diameter smooth dowel bar, typical."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; callout states typical."
    }
  ],
  "measurements": [
    {
      "label": "cap plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, left",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan end dimension, right",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "bearing"
    },
    {
      "label": "typical cap plan dimension",
      "value": "8'-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension at STA. 17+81.35",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "2'-1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan transverse dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "dowel-bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "dowel bar"
    },
    {
      "label": "bent-cap length at equal spaces",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "back elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "ahead elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bent-cap minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "12-521"
    },
    {
      "label": "cap central reinforcement spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "central cap width",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "column 1 reinforcement spacing",
      "value": "12-1I21 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "column 2 reinforcement spacing",
      "value": "12-1I20 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "mechanical-coupler vertical dimensions",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "mechanical-coupler vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "concrete cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing plan width",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing pile offset",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column/footing plan dimensions",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "column dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "footing dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "reinforcement spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "1. SEE BRIDGE ... COLUMN AN...",
    "2. BARS 422",
    "3. EXTEND BA..."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 2 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "* CONST. JT., TYP.",
    "PILE",
    "NOTES:",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop contains the plan and elevation for Bent 2 Left, looking ahead, with the elevation as the principal lower view. It shows a six-beam bent cap supported by two rectangular columns and two footings, together with visible pile, bearing, dowel, and reinforcement callouts. A partial notes block, partial pile detail, and the top of a substructure quantities table are also visible at the crop edges."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation; reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the bent cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown beneath each visible column."
    },
    {
      "name": "steel H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile tops are visible below the two footings; pile connection detail is also shown."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical in formed holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callouts shown; double bars are indicated at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Cap reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Column reinforcement callout shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out in note to extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "SR 21 / bent"
    },
    {
      "label": "dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "bent"
    },
    {
      "label": "skew angle",
      "value": "81°-20’-05.0”",
      "unit": "",
      "appliesTo": "bent, TYP."
    },
    {
      "label": "formed hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "cap vertical dimension",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "1’-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap vertical dimension",
      "value": "2’-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap overall depth",
      "value": "4’-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap horizontal offset",
      "value": "2’-3 5/16”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/16”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "horizontal dimension",
      "value": "2’-9 3/8”",
      "unit": "",
      "appliesTo": "bearing locations"
    },
    {
      "label": "end dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "7’-7 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall length",
      "value": "42’-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4’-0” MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap bottom"
    },
    {
      "label": "cover / offset",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2”",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "offset",
      "value": "8”",
      "unit": "",
      "appliesTo": "bent cap reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "25’-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end dimension",
      "value": "8’-9”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "typical elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar extension",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "#21A bars"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "#8 bar minimum length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS #22 NOT SHOWN.",
    "EXTEND BARS #21A 3’-6” INTO CAP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "℄ BENT",
    "℄ BEARING",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 2 RIGHT)",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "BRIDGE NO. 1 LT. AND RT.",
    "P.I. NO.",
    "0019181",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y"
  ],
  "description": "This crop shows the Plan (Bent 2 Right) and the principal Elevation (Bent 2 Right Looking Ahead) for Intermediate Bent 2. The elevation depicts a sloping reinforced bent cap supported by Columns 3 and 4 on separate footings with visible steel H-piles, and the crop also includes a pile connection detail."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap shown spanning between Column 1 and Column 2."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column elevation includes reinforcement and mechanical-coupler callout."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at right with typical footing detail."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One detailed beneath Column 1 and one typical beneath Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; portions are cut off by the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "linear",
      "material": "",
      "count": 44,
      "note": "Bent-cap reinforcement, at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "linear",
      "material": "",
      "count": 49,
      "note": "Column reinforcement callouts include 12-521 each side and 25-521 at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "linear",
      "material": "",
      "count": 28,
      "note": "Callout is 14-522 DBL at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "linear",
      "material": "",
      "count": 32,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; note states typical."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "1122"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "520"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "1123"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "420"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    }
  ],
  "notes": [
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR’S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "SUBSTRUCTURE QUA",
    "ITEM",
    "BENT"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead. It documents a reinforced-concrete bent cap supported by Columns 1 and 2, including column reinforcement, a detailed footing at Column 1, and a typical footing arrangement at Column 2. A partial substructure quantity table is visible at the lower-right edge."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column continues through a break symbol between cap and footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown from cap to footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "not stated",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; piles extend below the crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "#21",
      "shape": "straight",
      "material": "steel",
      "count": 44,
      "note": "Cap longitudinal reinforcement, at equal spacing."
    },
    {
      "name": "reinforcing bar",
      "tag": "#22",
      "shape": "straight",
      "material": "steel",
      "count": 16,
      "note": "Eight #22 bars are called out at each indicated cap region."
    },
    {
      "name": "reinforcing bar",
      "tag": "#23",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "reinforcing bar",
      "tag": "#20",
      "shape": "straight",
      "material": "steel",
      "count": 12,
      "note": "Column 3 reinforcement, series."
    },
    {
      "name": "reinforcing bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "steel",
      "count": null,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap / COLUMN 3 region"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement series",
      "value": "12-#121 SERIES",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "4-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, typical",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "INTERMEDIATE BENT 2",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop shows the elevation of Intermediate Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. A reinforced-concrete bent cap is supported by Columns 3 and 4 on individual footings, with two visible pile locations beneath each footing. Cap elevations, reinforcing-bar callouts, footing elevation, and a partial #8 bar bend detail are included."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections and bar extension."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections."
    },
    {
      "name": "reinforcement bars",
      "tag": "422",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "1121A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "Bar extension into cap",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121A"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP."
  ],
  "labels": [
    "NOTES:",
    "BRIDGE SHEET NO.16"
  ],
  "description": "This crop is a notes block for bridge cap, column, and footing work. It refers to Bridge Sheet No.16 for sections, notes that bars 422 are not shown, and requires bars 1121A to extend 3'-6\" into the cap."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "℄ BENT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan above the elevation."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Bearing center symbols are shown at six beam lines, two per beam line."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "not shown; centerlines only",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are shown in plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel bars in formed holes."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1 and ℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Column 1 is detailed; Column 2 is shown schematically in the elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular, 13'-0\" square typical",
      "material": "",
      "count": 2,
      "note": "One footing is detailed below Column 1 and a typical footing is shown below Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile projections are visible below each footing representation."
    },
    {
      "name": "reinforcement bar",
      "tag": "44-431",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "At equal spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-531",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at 7 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-532 DBL",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Double bars; shown at 5 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "14-630",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Shown at 6 in. maximum spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-630",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-631",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "18-930",
      "shape": "",
      "material": "",
      "count": 18,
      "note": "At equal spacings."
    },
    {
      "name": "construction joint",
      "tag": "* CONST. JT.",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Typical construction joint is shown at the footing/column interface."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical at Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Offset from SR 21 WB = PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam-line end segment",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Bent plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dimension at bearing/dowel location",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bent cap minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Column/footing vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column spacing dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing bottom elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing width",
      "value": "13'-0\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column width, typical",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Column spacing, typical",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Pile projection/embedding dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Mechanical coupler dimensions",
      "value": "1'-0\" / 2'-0\" / 1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "14-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "12-531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "14-532 DBL"
    },
    {
      "label": "Angle",
      "value": "15°",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "PLAN",
    "(BENT 3 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "NOTES"
  ],
  "description": "This crop contains a plan of Bent 3 Left and an elevation looking ahead. It documents the bent-cap layout at six beam centerlines, bearing locations and dowel-bar provisions, together with two columns, typical footings/pile projections, elevations, reinforcement callouts, and a construction-joint note."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "long rectangular cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in both the Bent 3 Right plan and elevation."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "bearing locations shown as circular symbols on centerline",
      "material": "",
      "count": 6,
      "note": "Located at C BEAM 7 through C BEAM 12 in the plan."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Callout specifies holes for 1 1/2 inch diameter smooth dowel bars."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile ends are visibly shown below the two footings in the elevation; the pile connection detail is also shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1132, 530, 1133, 531, 532, 1131, 1130",
      "shape": "bar reinforcement",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts are shown at the bent cap and Column 3."
    },
    {
      "name": "pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in the PILE CONNECTION DETAIL."
    }
  ],
  "measurements": [
    {
      "label": "skew/alignment angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "C SR 21 to SR 21 EB = PGL"
    },
    {
      "label": "station",
      "value": "STA. 18+56.65",
      "unit": "",
      "appliesTo": "Bent 3 Right"
    },
    {
      "label": "overall bent-cap plan length",
      "value": "42'-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end spacing",
      "value": "2'-3 5/16”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "end spacing",
      "value": "6'-0”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "cap plan width segment",
      "value": "1'-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "2'-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall cap plan width",
      "value": "4'-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "bearing/cap minimum depth",
      "value": "4'-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.60",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.35",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.79",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.20",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.06",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.51",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.88",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "typical footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "end cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent-cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "column/cap dimension",
      "value": "8'-9”",
      "unit": "",
      "appliesTo": "each outer cap segment"
    },
    {
      "label": "column spacing",
      "value": "25'-0”",
      "unit": "",
      "appliesTo": "C COLUMN 3 to C COLUMN 4"
    },
    {
      "label": "pile connection angle",
      "value": "5°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "24”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "bar extension",
      "value": "3'-9”",
      "unit": "",
      "appliesTo": "BARS 1131A into cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "all piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "drawing scale",
      "value": "1/4” = 1'-0”",
      "unit": "",
      "appliesTo": "sheet"
    }
  ],
  "notes": [
    "…E BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS. [partial at left crop edge]",
    "…RS 432 NOT SHOWN. [partial at left crop edge]",
    "…TEND BARS 1131A 3'-9” INTO CAP. [partial at left crop edge]",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "C SR 21",
    "SR 21 EB = PGL",
    "C BENT",
    "C BEARING",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "A",
    "B",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "PLAN DRIVING OBJECTIVE",
    "BRIDGE NO.1 LT. AND RT.",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "SCALE: 1/4” = 1'-0” (UNLESS OTHERWISE NOTED)",
    "MAY 2025"
  ],
  "description": "This crop documents Intermediate Bent 3 Right, with a plan of the bent cap and an elevation looking ahead. The elevation shows the cap supported by Columns 3 and 4 on separate footings with steel H-piles, and the crop also includes a pile connection detail and pile driving notes."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/haunched underside",
      "material": "",
      "count": 1,
      "note": "Shown in elevation; plan of BENT 3 RIGHT is partially visible above."
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the left."
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the right."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing beneath each visible column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Two pile locations are visible beneath each footing; pile connection detail is partially visible at lower left."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "",
      "material": "",
      "count": 49,
      "note": "Callouts show 12-531 at each end and 25-531 at equal spaces in the center."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "",
      "material": "",
      "count": 28,
      "note": "Two callouts of 14-532 DBL are shown."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Partial pile connection detail."
    },
    {
      "name": "Beam centerline",
      "tag": "BEAM 7 through BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerline labels are visible in the partial plan at top of crop."
    }
  ],
  "measurements": [
    {
      "label": "Beam spacing/overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BEAM 7 through BEAM 12"
    },
    {
      "label": "Cap reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 3 region"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 4 region"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap left end to COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 3 to COLUMN 4"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 4 to bent cap right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "Drawing scale",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "E SHEET NO. 16 FOR CAP, ND FOOTING SECTIONS. (partial)",
    "' NOT SHOWN. (partial)",
    "BARS 1131A 3'-9\" INTO CAP. (partial)",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.",
    "NO SCALE",
    "SCALE: ¼\" = 1'-0\" (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "PILE CONNECTION DETAIL (partial)",
    "PLAN DRIVING OBJECTIVE",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "MAY 2025",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop primarily shows the elevation for Intermediate Bent 3, identified as BENT 3 RIGHT LOOKING AHEAD, with a continuous cap supported by Columns 3 and 4 on individual footings and steel H-piles. A partial plan of the bent cap and beam centerlines is visible at the top, and a partial H-pile connection detail and title block are visible at the bottom."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top",
      "material": "",
      "count": 1,
      "note": "Top transverse member shown across two columns."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Left column shown with reinforcing and mechanical coupler callout."
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Right column shown schematically."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Left footing is detailed; right footing is shown typical."
    },
    {
      "name": "Reinforcement bar",
      "tag": "431",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callout: 44-431 AT EQ. SPS."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callouts include 12-531 and 25-531 AT EQ. SPS."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callout: 14-532 DBL."
    },
    {
      "name": "Reinforcement bar",
      "tag": "630",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Column reinforcement callouts at 6 inch and 12 inch maximum spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "631",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Column reinforcement callouts at 6 inch and 12 inch maximum spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131",
      "shape": "bar",
      "material": "",
      "count": 12,
      "note": "Column 1 reinforcement series."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130",
      "shape": "bar",
      "material": "",
      "count": 12,
      "note": "Column 1 reinforcement series."
    },
    {
      "name": "Reinforcement bar",
      "tag": "430",
      "shape": "bar",
      "material": "",
      "count": 14,
      "note": "Footing reinforcement callout at equal spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "930",
      "shape": "bar",
      "material": "",
      "count": 18,
      "note": "Footing reinforcement callout at equal spacing."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint shown at top of footing."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Typical mechanical coupler indicated in Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "431"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "1132"
    },
    {
      "label": "Reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "530"
    },
    {
      "label": "Reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "1133"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "1131"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "1130"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "430"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Cover dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Cover dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Reinforcement spacing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "930"
    },
    {
      "label": "Horizontal dimension",
      "value": "4'-9\" TYP.",
      "unit": "",
      "appliesTo": "Column 2 footing"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "Column 2 footing"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Horizontal dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation of Bent 3, left looking ahead. It shows a stepped/sloping bent cap supported by Column 1 and Column 2, with reinforced concrete footings below; the left column and footing are reinforced in detail while the right footing is shown typical. Reinforcing-bar marks, elevation callouts, dimensions, construction-joint information, and a mechanical-coupler note are included."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan footprint shown for Bent 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two rows of three."
    }
  ],
  "measurements": [
    {
      "label": "overall footing plan dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "overall footing plan dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "end offset / pile spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing and pile layout"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [],
  "labels": [
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "AHEAD",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A rectangular 13'-0\" by 13'-0\" footing contains six H-section pile symbols arranged in two rows of three, with centerlines for the bent and column indicated. A partial adjacent Bent 2 centerline/callout is visible at the left edge."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 13'-0\" by 13'-0\"."
    },
    {
      "name": "pile",
      "tag": "℄ PILE",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols arranged in two columns of three."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "horizontal edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "horizontal edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "overall footing length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "vertical edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ BENT 2",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A square 13'-0\" footing contains six H-section pile symbols in a two-by-three layout, with centerline callouts for piles and the column. A dashed line labeled ℄ BENT 2 is visible at the sides of the crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall footing plan outline shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Pile symbols shown at intersections of two pile centerlines and three bent centerlines."
    }
  ],
  "measurements": [
    {
      "label": "overall horizontal footing dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "horizontal end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "horizontal end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "overall vertical footing dimension",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "vertical end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "vertical end offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 3. A rectangular 13'-0\" by 13'-0\" footing is laid out with six H-section pile symbols in two columns and three rows, with centerlines for the piles, bent, and column."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 11'-6\" by 11'-6\"."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown in two columns of three; callout identifies PILE."
    },
    {
      "name": "column centerline",
      "tag": "",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Column is identified by a centerline only; no column outline or size is shown."
    },
    {
      "name": "bent centerline",
      "tag": "BENT 2",
      "shape": "dashed centerline",
      "material": "",
      "count": 1,
      "note": "Bent 2 is indicated by a horizontal dashed centerline."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "pile layout spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows one square/rectangular footing with a six-pile arrangement, together with the column and Bent 2 centerlines and pile layout dimensions."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular footing shown in footing plan."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Six pile locations are indicated on two dashed pile centerlines."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Column is indicated by centerlines only; no column outline is shown."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 2"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop shows the footing plan for Bent 2. A rectangular 11'-6\" by 11'-6\" footing is shown with six indicated pile locations arranged in two columns of three, and centerlines for the bent and column."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular, tapered/sloped in elevation",
      "material": "",
      "count": 1,
      "note": "Shown in plan and elevation for Bent 4 Right."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Visible as six paired pile locations beneath the footing in elevation."
    },
    {
      "name": "Bearing/support locations",
      "tag": "℄ BEAM 7 through ℄ BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six locations are shown along the footing/cap line."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical; quantity is not stated."
    },
    {
      "name": "Reinforcement bars",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out over each pile."
    },
    {
      "name": "Reinforcement bars",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Callout shown in elevation."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Typical callout."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at left end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Callout at right end."
    },
    {
      "name": "Reinforcement bars",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": 7,
      "note": "Callout states at equal spaces and typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Plan offset dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "℄ BRG."
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical beam layout"
    },
    {
      "label": "Plan width dimension",
      "value": "5'-4¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0⅞\"",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10½\"",
      "unit": "",
      "appliesTo": "Footing, left segment"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan segment dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "Footing, right segment"
    },
    {
      "label": "Overall plan length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Plan end dimension",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Typical dimension",
      "value": "2¾\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": "Left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "Footing top, left"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": "Footing top"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": "Right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": "Footing, left end"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": "Footing, right end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, typical"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, left end"
    },
    {
      "label": "Pile reinforcement spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Piles, right end"
    },
    {
      "label": "Elevation left end segment",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation bay spacing",
      "value": "7'-7/16\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation right end segment",
      "value": "3'-3⅝\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall elevation length",
      "value": "44'-1/16\"",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 EB = PGL",
    "℄ BRG.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PLAN",
    "(BENT 4 RIGHT)",
    "A",
    "B",
    "AT EQ. SPS. TYP. EA. BAY",
    "ELEVATION",
    "(BENT 4 RIGHT LOOKING AHEAD)",
    "NOTES:",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop contains a plan at the top and an elevation at the bottom for Bent 4 Right, although the primary view title shown first is PLAN. It documents a long rectangular footing with six paired pile locations associated with beam centerlines 7 through 12, plus footing geometry, elevations, reinforcement callouts, and dowel-hole information. Detail references direct the reader to Bridge Sheet 16 for the end conditions."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "pier column",
      "tag": "",
      "shape": "rectangular with break line",
      "material": "",
      "count": 1,
      "note": "Only a portion of the column is shown above the footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown extending below the footing, with continuation/break symbols."
    }
  ],
  "measurements": [],
  "notes": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "labels": [
    "FOOTING LAYOUT",
    "GDOT"
  ],
  "description": "This crop shows an elevation-style footing layout diagram. A rectangular footing supports a partial pier column, with two piles shown below the footing and a callout identifying the bottom-of-footing elevation line."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six pile symbols numbered 7 through 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "H-section symbol",
      "material": "",
      "count": 12,
      "note": "Pile symbols are arranged six per footing."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 3",
    "BENT 3 LEFT"
  ],
  "description": "This crop is a plan fragment for Bent 3 Left. It shows two skewed footings, labeled FOOTING 1 and FOOTING 2, positioned along the Bent 3 centerline, with twelve numbered pile symbols."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Large rectangular footing shown in elevation."
    },
    {
      "name": "pier or column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical member above footing; top is truncated with a break symbol."
    },
    {
      "name": "pile or shaft symbol",
      "tag": "",
      "shape": "vertical dashed outline",
      "material": "",
      "count": 2,
      "note": "Two dashed vertical foundation-element symbols are shown below the footing, each truncated with a break symbol."
    }
  ],
  "measurements": [],
  "notes": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "labels": [
    "FOOTING LAYOUT",
    "GDT"
  ],
  "description": "This crop shows a schematic footing elevation/layout graphic. A rectangular footing supports a central vertical pier or column, with two dashed foundation-element symbols below the footing and a callout identifying the bottom-of-footing elevation line. No dimensions or numerical elevations are visible in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six H-shaped pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown with six H-shaped pile symbols numbered 7 through 12."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown in each footing."
    },
    {
      "name": "bent centerline",
      "tag": "C/L BENT 2",
      "shape": "dash-dot line",
      "material": "",
      "count": 1,
      "note": "Passes through both footings."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 LEFT",
    "C/L BENT 2",
    "FOOTING 1",
    "FOOTING 2",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12",
    "C S (partial)"
  ],
  "description": "This crop is a plan fragment showing the left side of Bent 2. Two rectangular footings, identified as FOOTING 1 and FOOTING 2, are arranged along the C/L BENT 2 and contain a total of twelve H-section pile symbols."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan."
    },
    {
      "name": "H-section pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six H-section pile symbols are shown within each footing; individually numbered 1 through 12."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 3",
    "BENT 3 LEFT"
  ],
  "description": "Plan crop showing the left side of Bent 3, with a dashed centerline marked ℄ BENT 3. Two skewed footings, FOOTING 1 and FOOTING 2, are shown with twelve numbered H-section pile locations."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Contains six H-section pile symbols numbered 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Contains six H-section pile symbols numbered 7 through 12."
    },
    {
      "name": "H-section pile",
      "tag": "1–12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown within each footing."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 2",
    "BENT 2 LEFT"
  ],
  "description": "This crop shows a plan layout titled BENT 2 LEFT. Two rectangular footings, FOOTING 1 and FOOTING 2, are arranged along the indicated Bent 2 centerline, with twelve numbered H-section pile symbols shown."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent identification shown in the BENT column."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 7 through 12."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING LAYOUT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a footing layout table for Bent 3 Right. It lists Footing 3 with piles 1 to 6 and Footing 4 with piles 7 to 12; the pile tip elevation and bottom of footing elevation fields are blank in the visible crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a slightly skewed rectangle containing six H-section symbols."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a slightly skewed rectangle containing six H-section symbols."
    },
    {
      "name": "H-section pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown within each footing; numbered 1 through 12."
    },
    {
      "name": "Centerline",
      "tag": "",
      "shape": "dashed line",
      "material": "",
      "count": 1,
      "note": "Dashed line passes through the middle pile positions of both footings."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 RIGHT (partial)"
  ],
  "description": "This crop is a plan fragment for the right side of Bent 2. It shows Footing 3 and Footing 4, each with six numbered H-section pile symbols, aligned about a dashed centerline."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined footing with six H-shaped pile symbols at numbered locations 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined footing with six H-shaped pile symbols at numbered locations 7 through 12."
    },
    {
      "name": "H-pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six pile symbols are shown within each footing."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 3 RIGHT"
  ],
  "description": "This crop is a plan view of the right side of Bent 3. It shows Footing 3 and Footing 4, each containing six H-section pile locations numbered 1 through 12, with a dashed line passing through the footing layouts."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan with six H-section items within it."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown skewed in plan with six H-section items within it."
    },
    {
      "name": "H-section pile",
      "tag": "1-12",
      "shape": "H-section",
      "material": "",
      "count": 12,
      "note": "Six are visible in each footing; individual pile numbers 1 through 12 are printed adjacent to the footing layouts."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 RIGHT"
  ],
  "description": "This crop is a plan fragment for BENT 2 RIGHT. It shows the layouts of FOOTING 3 and FOOTING 4, each containing six H-section piles, with a dashed line passing through the middle pile positions."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "piles",
      "tag": "1 LEFT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile locations are BEAM 1 through BEAM 12; pile numbers 1 through 12."
    },
    {
      "name": "piles",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "FOOTING 1 contains pile numbers 1-6; FOOTING 2 contains pile numbers 7-12."
    },
    {
      "name": "footings",
      "tag": "FOOTING 1 and FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown for 2 LEFT."
    },
    {
      "name": "piles",
      "tag": "2 RIGHT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "FOOTING 3 contains pile numbers 1-6; FOOTING 4 contains pile numbers 7-12."
    },
    {
      "name": "footings",
      "tag": "FOOTING 3 and FOOTING 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown for 2 RIGHT."
    },
    {
      "name": "piles",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "FOOTING 1 contains pile numbers 1-6; FOOTING 2 contains pile numbers 7-12."
    },
    {
      "name": "footings",
      "tag": "FOOTING 1 and FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown for 3 LEFT."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 1 FRONT",
    "BENT 2 FRONT",
    "BENT 3 FRONT",
    "BENT 4 FRONT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop shows four adjacent bent pile schedule tables titled BENT 1 FRONT through BENT 4 FRONT. The tables identify bent side/location, pile locations or footing assignments, and pile numbers; the PILE TIP ELEVATION and BOTTOM OF FOOTING ELEVATION cells are blank in this crop. The right side of the BENT 4 FRONT table is cropped."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed in footing layout table."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile location for Pile Nos. 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile location for Pile Nos. 7 through 12."
    },
    {
      "name": "pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation fields are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING LAYOUT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a footing layout table for Bent 3 Right. It assigns Pile Nos. 1 through 6 to Footing 3 and Pile Nos. 7 through 12 to Footing 4; the pile tip and bottom-of-footing elevation cells contain no visible values."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "Pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 48,
      "note": "Four visible schedule table sets each list pile numbers 1 through 12; pile tip elevation cells are blank."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedules."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedules."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedule."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as a pile location in the visible schedule."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 1 RIGHT",
    "BENT 2 RIGHT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "1 LEFT",
    "1 RIGHT",
    "2 LEFT",
    "2 RIGHT",
    "3 LEFT"
  ],
  "description": "This crop shows a set of pile-tip-elevation schedule tables associated with bent and footing locations. The visible tables list pile numbers 1 through 12, but no pile tip elevations or bottom-of-footing elevations are entered in the displayed cells; the rightmost table is cropped at its right edge."
}