GDOT TESTING

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as subject of elevation drawing on this sheet; not depicted in this crop, only labeled in title block and heading"
    }
  ],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "drawing (unless otherwise noted)"
    }
  ],
  "notes": [
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0014",
    "BRIDGE SHEET 14 OF 21",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0014.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the title block of a Georgia DOT bridge sheet (Sheet 14 of 21) for the Intermediate Bent 2 elevation on SR 21 over NS railroad #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It includes the drawing heading 'ELEVATION (BENT 2 RIGHT LOOKING AHEAD)', project identification, professional engineer's seal, scale, date, and sign-off fields, but does not contain the actual elevation drawing content within this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "linear/rectangular in plan",
      "material": "reinforced concrete (implied)",
      "count": 1,
      "note": "Shown split into two plan segments labeled BENT 2 LEFT and BENT 2 RIGHT, representing one continuous bent cap"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": "Part of BENT 2 LEFT plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": "Part of BENT 2 RIGHT plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed 3\" dia. x 12\" deep hole for 1 1/2\" dia. smooth dowel bar, typical, shown at multiple bearing locations along both bent segments"
    },
    {
      "name": "Bearing line",
      "tag": "℄ BEARING",
      "shape": "linear centerline",
      "material": "",
      "count": 2,
      "note": "One at each end of the bent (left and right plan segments)"
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 (both segments), typical"
    },
    {
      "label": "Offset distance",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "SR 21 WB = PGL to ℄ SR 21"
    },
    {
      "label": "Offset distance",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "℄ SR 21 to SR 21 EB = PGL"
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 LEFT, ℄ BENT intersection point"
    },
    {
      "label": "Station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT, ℄ BENT intersection point"
    },
    {
      "label": "Overall bent width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT and RIGHT, cross dimension"
    },
    {
      "label": "Edge offset",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, top and bottom edge dimension"
    },
    {
      "label": "Edge offset",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, edge dimension"
    },
    {
      "label": "Edge offset",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "BENT 2 LEFT/RIGHT, edge dimension"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, near ℄ BENT"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Beam centerline spacing, typical, both segments"
    },
    {
      "label": "Beam spacing (bottom row)",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam centerline spacing, bottom dimension line, both segments"
    },
    {
      "label": "End overhang",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1/Beam 6 and Beam 7/Beam 12 end spans"
    },
    {
      "label": "Total length",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "Overall length of BENT 2 LEFT and BENT 2 RIGHT segments"
    },
    {
      "label": "Edge dimension",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, outer edge"
    },
    {
      "label": "Edge dimension",
      "value": "2'-3 5/16\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, outer edge"
    },
    {
      "label": "Hole diameter",
      "value": "3",
      "unit": "in DIA",
      "appliesTo": "Dowel bar hole"
    },
    {
      "label": "Hole depth",
      "value": "12",
      "unit": "in DEEP",
      "appliesTo": "Dowel bar hole"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1 1/2",
      "unit": "in DIA",
      "appliesTo": "Smooth dowel bar"
    },
    {
      "label": "Skew note angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical, repeated at multiple locations"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "GDOT",
    "P.J. NO. 0019181",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "℄ SR 21",
    "PLAN (BENT 2 LEFT)",
    "PLAN (BENT 2 RIGHT)",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "STA. 17+74.65",
    "℄ 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 two plan-view segments labeled PLAN (BENT 2 LEFT) and PLAN (BENT 2 RIGHT), depicting the layout of Bent 2 of a bridge with beam centerlines 1 through 12, bearing lines, and formed dowel bar holes at bearing locations. Dimensions define beam spacing, bent width, skew angle (81°-20'-05.0\"), and stationing (STA. 17+81.35 and STA. 17+74.65) relative to SR 21 westbound and eastbound profile grade lines. The title block in the upper right identifies the sheet as a GDOT project, P.J. No. 0019181."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 2 LEFT",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation looking ahead; second partial bent cap (Bent 2 Right area) visible at far right edge of crop"
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under Column 1 with reinforcement 16-920 bars; adjacent footing shown partially with construction joint dimensions"
    },
    {
      "name": "Pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 steel H-piles, shown in Pile Connection Detail"
    },
    {
      "name": "Pile connection detail bar",
      "tag": "#8 BAR",
      "shape": "angled bar with holes",
      "material": "steel",
      "count": null,
      "note": "Detail showing 15° angle bars into pile with 2\" diameter holes"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "1122",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1122 bars called out"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "520",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "2-520 bars called out"
    },
    {
      "name": "Reinforcement bar - cap bottom",
      "tag": "1123",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1123 bars called out"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "521",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-521 and 25-521 spacing groups shown"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "522",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "14-522 DBL groups shown at 5\" spacing"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1121 / 1121A series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1121 SERIES; extend 1121A bars 3'-6\" into cap per note 3"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1120 series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1120 SERIES"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "620",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-620, 9-620, 7-620 at varying spacing"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "621",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-621, 9-621, 7-621 at varying spacing"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "420",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "12-420 AT EQ. SPS., noted as bars 422 not shown"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "920",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "16-920 AT EQ. SPS. in two directions"
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per Special Provision 511, located at column"
    }
  ],
  "measurements": [
    {
      "label": "Span between column centers",
      "value": "44-421",
      "unit": "",
      "appliesTo": "cap top bar spacing note, AT EQ. SPS."
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 2"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap soffit right end"
    },
    {
      "label": "Minimum cap edge depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap end, MIN."
    },
    {
      "label": "Bar count/spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Bar count/spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top region"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column region"
    },
    {
      "label": "Bar count/spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "cap stirrups 521"
    },
    {
      "label": "Bar count",
      "value": "12-521",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Bar count/spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "cap stirrups 522"
    },
    {
      "label": "Bar count",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap mid-span stirrups"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap mid-span length"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end segment length"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "cap end offset"
    },
    {
      "label": "Dimension",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column height segment"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "CL., TYP.",
      "appliesTo": "footing reinforcement cover"
    },
    {
      "label": "Elevation footing bottom",
      "value": "151.00",
      "unit": "ft, TYP.",
      "appliesTo": "footing"
    },
    {
      "label": "Bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement, two directions"
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "cover/spacing detail"
    },
    {
      "label": "Dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "footing detail"
    },
    {
      "label": "Dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing plan dimension"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "DIAMETER",
      "appliesTo": "H-pile connection holes"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 Bar detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Pile Connection Detail spacing"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles, minimum after driving"
    },
    {
      "label": "Minimum tip elevation Bent 2L",
      "value": "119",
      "unit": "ft",
      "appliesTo": "piles at Bent 2L"
    },
    {
      "label": "Minimum tip elevation Bent 2R",
      "value": "118",
      "unit": "ft",
      "appliesTo": "piles at Bent 2R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 RT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "Bent 2 RT"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "NOTES:",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "COLUMN 1",
    "COLUMN 2"
  ],
  "description": "This crop shows an elevation view of Bent 2 Left (with a partial view of an adjacent bent, likely Bent 2 Right, at the far right edge) for a bridge substructure, looking ahead. It details the bent cap with top-of-cap and bottom-of-cap elevations, two columns with their vertical and tie reinforcement, a spread footing with reinforcement layout and construction joint details, plus a separate H-pile connection detail and a substructure quantities table listing concrete and reinforcing steel totals for Bent 2 Left and Right, along with pile driving criteria notes."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in elevation title above title block; not detailed in this crop"
    }
  ],
  "measurements": [],
  "notes": [
    "UNLESS OTHERWISE NOTED"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0014",
    "BRIDGE SHEET 14 OF 21",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0014.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop is the title block area of sheet 14 of a Georgia DOT bridge drawing set, identifying the sheet as 'Intermediate Bent 2' elevation for Bridge No. 1 Lt. and Rt. on SR 21 at NS #620272Y crossing, Jenkins County, drawn by Sastry & Associates, Inc. It includes firm information, engineer's seal, drawing number 35-0014, scale, date (May 2025), and sign-off fields for design/check/review/approval, along with a partial title reference to an 'ELEVATION (BENT 2 RIGHT LOOKING AHEAD)' view above it. No actual structural elements are drawn within this crop itself."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Bearing",
      "tag": "CL BEARING",
      "shape": "point/line",
      "material": "",
      "count": 4,
      "note": "Bearing lines at ends of each plan, shown as dashed transverse lines with 'CL BEARING' label"
    },
    {
      "name": "Bent",
      "tag": "CL BENT",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": "Bent centerline shown per plan segment, one interior support line in each of the two plan views"
    },
    {
      "name": "Dowel bar hole",
      "tag": "",
      "shape": "circular, 3\" dia x 12\" deep",
      "material": "",
      "count": null,
      "note": "Formed holes for 1-1/2\" dia smooth dowel bar, typical, shown at multiple locations along bent/bearing lines"
    }
  ],
  "measurements": [
    {
      "label": "Overall plan width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "left plan segment near CL SR 21"
    },
    {
      "label": "Overall plan width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "right plan segment near CL SR 21"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "typical bent/bearing skew, multiple locations"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "station",
      "appliesTo": "left plan, bent location"
    },
    {
      "label": "Station",
      "value": "STA. 18+56.65",
      "unit": "station",
      "appliesTo": "right plan, bent location"
    },
    {
      "label": "Overall beam group width",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "left plan, beam 1 to beam 6"
    },
    {
      "label": "Overall beam group width",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "right plan, beam 7 to beam 12"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1 to edge, left plan"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 6 to edge, left plan"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 7 to edge, right plan"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 12 to edge, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1 to Beam 2, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 2 to Beam 3, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 3 to Beam 4, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 4 to Beam 5, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 5 to Beam 6, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 7 to Beam 8, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 8 to Beam 9, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 9 to Beam 10, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 10 to Beam 11, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 11 to Beam 12, right plan"
    },
    {
      "label": "Upper spacing (bent line)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "repeated interval along bent line, left plan (5 instances)"
    },
    {
      "label": "Upper spacing (bent line)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "repeated interval along bent line, right plan (5 instances)"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "left edge, left plan"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 3/16\"",
      "unit": "ft-in",
      "appliesTo": "right edge, left plan"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 5/16\"",
      "unit": "ft-in",
      "appliesTo": "left edge, right plan"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "right edge, right plan"
    },
    {
      "label": "Offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "near STA 18+63.35, left plan"
    },
    {
      "label": "Offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "near STA 18+56.65, right plan"
    },
    {
      "label": "Bearing depth dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "vertical dimension at bearing line, left plan"
    },
    {
      "label": "Bearing depth dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "vertical dimension at bearing line, right plan"
    },
    {
      "label": "Small offset",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, left plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, right plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, left plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, right plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "bearing detail edges, left and right plans (multiple instances)"
    },
    {
      "label": "Project number",
      "value": "0019181",
      "unit": "",
      "appliesTo": "title block (P.I. NO.)"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL"
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "PLAN",
    "CL BEARING",
    "CL BENT",
    "CL SR 21",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "STA. 18+63.35",
    "STA. 18+56.65"
  ],
  "description": "This crop shows two adjacent bridge framing/beam layout plan views, likely representing the westbound (SR 21 WB) and eastbound (SR 21 EB) roadway structures at a skewed bent. Each plan shows six beam centerlines (Beam 1-6 and Beam 7-12) spaced at approximately 7'-7 1/2\" with end spans of 6'-0\", flanked by bearing lines and a skewed bent line at 81°-20'-05.0\", with dowel bar hole details and stationing called out. The drawing documents beam spacing, bearing/bent geometry, and skew angle for the superstructure framing at this location on Project P.I. No. 0019181."
}

Model reply contained no readable JSON object

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two separate bent cap plan views shown side by side, one for each roadway direction (SR 21 WB and SR 21 EB)"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1-6 / BEAM 7-12",
      "shape": "rectangular (centerline shown only)",
      "material": "",
      "count": 12,
      "note": "Only beam centerlines are shown, no beam cross-section detail; 6 beams per bent cap"
    },
    {
      "name": "Bearing",
      "tag": "BEARING",
      "shape": "circular (symbol)",
      "material": "",
      "count": null,
      "note": "Bearing centerline points marked at each beam location on both bent caps"
    },
    {
      "name": "Dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "3\" dia x 12\" deep formed holes for 1 1/2\" dia smooth dowel bars, shown at ends of bent caps, typical"
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent cap alignment, typical, multiple locations"
    },
    {
      "label": "Beam spacing offset",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Distance along SR 21 centerline, left plan"
    },
    {
      "label": "Beam spacing offset",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Distance along SR 21 centerline, right plan"
    },
    {
      "label": "Overall bent cap length",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "Left bent cap"
    },
    {
      "label": "Overall bent cap length",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "Right bent cap"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1 to Beam 2 / Beam 11 to Beam 12 end spans"
    },
    {
      "label": "Interior beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam to beam spacing, typical"
    },
    {
      "label": "Interior beam spacing (bearing line)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bearing centerline spacing between beams, typical"
    },
    {
      "label": "Cap width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "Bent cap width"
    },
    {
      "label": "End overhang",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Left end of bent cap"
    },
    {
      "label": "End overhang",
      "value": "2'-3 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Right end of bent cap"
    },
    {
      "label": "Setback dimension",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "Cap end to bearing"
    },
    {
      "label": "Setback dimension",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Cap end detail"
    },
    {
      "label": "Edge dimension",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "Cap edge detail"
    },
    {
      "label": "Center dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Center bent cap dimension near Beam 5/Beam 8"
    },
    {
      "label": "Station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "Left bent, station along alignment"
    },
    {
      "label": "Station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "Right bent, station along alignment"
    },
    {
      "label": "Dowel hole size",
      "value": "3\" DIA X 12\" DEEP",
      "unit": "in",
      "appliesTo": "Formed hole for dowel bar"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "Smooth dowel bar"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "81°-20'-05.0\", TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "C SR 21",
    "C BENT",
    "C BEARING",
    "PLAN",
    "GDOT",
    "P.J. NO. 0019181",
    "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 two plan views of bridge bent caps (one for the westbound and one for the eastbound SR 21 roadway) with beam centerlines numbered 1 through 12, bearing locations, dowel bar hole details, skew angle callouts, and station references. It documents the layout and dimensioning of the bent cap beam seats for beam placement and dowel bar installation on a GDOT highway bridge project (P.J. No. 0019181)."
}

Model reply contained no readable JSON object

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap / pier cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section through cap at bearing locations, showing reinforcement layout"
    },
    {
      "name": "Reinforcement bar (top longitudinal)",
      "tag": "2-520 OR 2-530",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Top bars, alternate mark options"
    },
    {
      "name": "Reinforcement bar (top transverse/stirrup)",
      "tag": "8-1121 OR 8-1131",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Shown with hook/arrow at top of cap"
    },
    {
      "name": "Reinforcement bar (face/vertical ties)",
      "tag": "44-421 OR 44-431",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 44,
      "note": "Distributed along face"
    },
    {
      "name": "Reinforcement bar (each face vertical)",
      "tag": "5-422 OR 5-432",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Labeled 'EACH FACE'"
    },
    {
      "name": "Reinforcement bar (face, 2\" clear 3 sides)",
      "tag": "521 OR 531",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Perimeter bar with 2\" clearance on 3 sides"
    },
    {
      "name": "Reinforcement bar (bottom transverse/stirrup)",
      "tag": "8-1123 OR 8-1133",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Bottom bars, hatched region indicates bottom face of cap"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap section (left of CL BENT)"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap section (right of CL BENT)"
    },
    {
      "label": "Distance from edge to bearing centerline",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "left bearing offset"
    },
    {
      "label": "Bearing spacing segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "left of centerline"
    },
    {
      "label": "Bearing spacing segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "right of centerline"
    },
    {
      "label": "Distance from edge to bearing centerline",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "right bearing offset"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\"",
      "unit": "MIN.",
      "appliesTo": "bent cap section depth"
    },
    {
      "label": "Bottom clear zone height",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bottom portion of cap section"
    },
    {
      "label": "Clear cover",
      "value": "2",
      "unit": "in (MIN. CL., TYP.)",
      "appliesTo": "top cover"
    },
    {
      "label": "Clear cover",
      "value": "2",
      "unit": "in (CL., 3 SIDES)",
      "appliesTo": "side/bottom cover of bar 521 or 531"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "EACH FACE"
  ],
  "labels": [
    "SECTION A-A",
    "C BRNG.",
    "C BENT"
  ],
  "description": "This crop is a cross section (Section A-A) through a bent/pier cap, showing overall width and depth dimensions, bearing centerline locations, and detailed reinforcement bar callouts for top, bottom, face, and stirrup bars with alternate mark options (e.g., 521 or 531). It documents the concrete cap's reinforcing steel arrangement and required concrete cover for a bridge substructure element."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap / column section",
      "tag": "SECTION B-B",
      "shape": "rectangular with stepped top (haunch)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section through cap/column showing reinforcement layout; bar marks 2-520/530, 8-1121/1131, 44-421/431, 522/532, 8-1123/1133"
    },
    {
      "name": "Footing",
      "tag": "FOOTING PLAN - BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of footing at Bent 3 showing pile locations and column centerline"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown as small cross-hatch symbols labeled C PILE in footing plan, 2 rows of 3"
    },
    {
      "name": "Column/Pier element",
      "tag": "DETAIL 1 / SECTION A-A",
      "shape": "rectangular, tapered top edge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation and cross-section detail showing bar marks 5-511, 5-414, 511"
    },
    {
      "name": "Column/Pier element",
      "tag": "DETAIL 3 / SECTION D-D",
      "shape": "rectangular, tapered top edge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation and cross-section detail showing bar marks 5-541, 5-444, 541"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B top width"
    },
    {
      "label": "spacing",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B, from C BENT to C BRNG (each side)"
    },
    {
      "label": "spacing",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B outer dimension"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B inner dimension"
    },
    {
      "label": "height",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION B-B, MIN. height with 5-422 or 5-432 each face"
    },
    {
      "label": "depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "SECTION B-B bottom dimension"
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B, MIN. CL., TYP."
    },
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "SECTION B-B, CL., 3 SIDES"
    },
    {
      "label": "width",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "FOOTING PLAN - BENT 3 overall width"
    },
    {
      "label": "width",
      "value": "13'-0\"",
      "unit": "ft",
      "appliesTo": "FOOTING PLAN - BENT 3 overall depth"
    },
    {
      "label": "spacing",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "FOOTING PLAN - BENT 3 edge distance"
    },
    {
      "label": "spacing",
      "value": "5'-3\"",
      "unit": "ft-in",
      "appliesTo": "FOOTING PLAN - BENT 3 pile spacing"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    },
    {
      "label": "width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "DETAIL 1 / SECTION A-A overall width"
    },
    {
      "label": "width",
      "value": "5-511",
      "unit": "",
      "appliesTo": "DETAIL 1, bar spacing/quantity mark"
    },
    {
      "label": "height",
      "value": "5-414",
      "unit": "",
      "appliesTo": "DETAIL 1 / SECTION A-A, bar mark dimension"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION A-A width"
    },
    {
      "label": "width",
      "value": "3'-0 7/16\"",
      "unit": "ft-in",
      "appliesTo": "DETAIL 3 / SECTION D-D overall width"
    },
    {
      "label": "width",
      "value": "5-541",
      "unit": "",
      "appliesTo": "DETAIL 3, bar spacing/quantity mark"
    },
    {
      "label": "height",
      "value": "5-444",
      "unit": "",
      "appliesTo": "DETAIL 3 / SECTION D-D, bar mark dimension"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "SECTION D-D width"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-414 EA. FACE AT EQ. SPS.",
    "5-444 EA. FACE AT EQ. SPS.",
    "AHEAD (direction arrow in footing plan)"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\"",
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 3",
    "SECTION D-D",
    "C BRNG.",
    "C BENT",
    "C PILE",
    "C COLUMN",
    "C BENT 2",
    "C BENT 3",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "5-422 OR 5-432 EACH FACE",
    "522 OR 532",
    "8-1123 OR 8-1133",
    "511",
    "541"
  ],
  "description": "This crop shows structural details for a bent footing/cap (Bent 3), including a cross section (Section B-B) through the bent cap with reinforcement bar marks, a footing plan for Bent 3 showing pile locations and column centerline, and two column/pier elevation-section detail pairs (Detail 1/Section A-A and Detail 3/Section D-D) with reinforcement bar callouts. The drawing documents concrete reinforcement layout and dimensions for the bent cap, footing, and associated column elements at Bent 3 of a bridge substructure."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "510A",
      "shape": "straight bar, vertical layout",
      "material": "reinforced concrete (rebar)",
      "count": 5,
      "note": "Spaced across left portion of grid, top of slab/panel layout"
    },
    {
      "name": "reinforcement bar",
      "tag": "510B",
      "shape": "straight bar, vertical layout",
      "material": "reinforced concrete (rebar)",
      "count": 4,
      "note": "Spaced across right portion of grid"
    },
    {
      "name": "reinforcement bar",
      "tag": "413A",
      "shape": "straight bar, horizontal layout",
      "material": "reinforced concrete (rebar)",
      "count": 5,
      "note": "Upper horizontal band of grid"
    },
    {
      "name": "reinforcement bar",
      "tag": "413B",
      "shape": "straight bar, horizontal layout",
      "material": "reinforced concrete (rebar)",
      "count": 3,
      "note": "Lower horizontal band of grid, partial width (stepped cutout on left)"
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "5'-4 3/4",
      "unit": "ft-in",
      "appliesTo": "Detail 2 grid, between section marks B and C"
    },
    {
      "label": "bar group width",
      "value": "5-510A",
      "unit": "",
      "appliesTo": "510A bar spacing group, left side"
    },
    {
      "label": "bar group width",
      "value": "4-510B",
      "unit": "",
      "appliesTo": "510B bar spacing group, right side"
    },
    {
      "label": "bar group height",
      "value": "5-413A",
      "unit": "",
      "appliesTo": "413A bar spacing group, upper"
    },
    {
      "label": "bar group height",
      "value": "3-413B",
      "unit": "",
      "appliesTo": "413B bar spacing group, lower"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows a reinforcement layout grid labeled 'DETAIL 2', bounded by section cut marks B and C, depicting the placement of bar marks 510A, 510B (vertical bars) and 413A, 413B (horizontal bars) within a slightly tapered rectangular panel, likely a slab or wingwall reinforcement detail. Dimensions given define the overall width and the spacing groupings for each bar mark, with a stepped cutout in the lower left portion of the grid indicating a reduced reinforcement zone or opening."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete member (pile/column section)",
      "tag": "SECTION B-B",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-0\" wide section with vertical reinforcement bars 413A (5 each face) and dowel/tie bars 510A shown at construction joint"
    },
    {
      "name": "Concrete member (pile/column section)",
      "tag": "SECTION C-C",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-0\" wide section with vertical reinforcement bars 413A (5 each face, upper) and 413B (3 each face, lower), with dowel/tie bars 510B at construction joint"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413A",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 10,
      "note": "5 each face at equal spacing, shown in both sections as vertical bars"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413B",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 6,
      "note": "3 each face at equal spacing, shown in lower portion of Section C-C"
    },
    {
      "name": "Dowel/tie bar",
      "tag": "510A",
      "shape": "bent bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "shown at horizontal joint in Section B-B, connecting upper and lower bar groups"
    },
    {
      "name": "Dowel/tie bar",
      "tag": "510B",
      "shape": "bent bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "shown at horizontal joint in Section C-C, connecting 413A and 413B bar groups"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION C-C"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION B-B, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION C-C, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "3-413B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION C-C, lower region"
    }
  ],
  "notes": [
    "5-413A EA. FACE AT EQ. SPS.",
    "3-413B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION B-B",
    "SECTION C-C",
    "1'-0\"",
    "510A",
    "510B"
  ],
  "description": "This crop shows two reinforced concrete cross sections, labeled Section B-B and Section C-C, each 1'-0\" wide, depicting vertical reinforcement bar patterns (413A and 413B) at equal spacing on each face along with dowel bars (510A, 510B) marking a horizontal construction joint. These appear to be sections through a concrete pile, column, or similar structural member showing bar layout above and below a joint."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square footing plan, 11'-6\" x 11'-6\", shown with centerline grid for piles and column"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section (symbol shown as I-shaped mark)",
      "material": "",
      "count": 6,
      "note": "Arranged in two rows of three along the footing, spaced per centerline dimensions; labeled 'C PILE' (centerline of pile)"
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Centerline of column shown running through center of footing, perpendicular to bent line; column itself not drawn in this view"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2"
    },
    {
      "label": "Edge to pile row (top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (horizontal)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (horizontal)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (vertical)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Pile spacing (vertical)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Edge to pile row (right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "Footing - Bent 2, pile spacing"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "AHEAD",
    "C PILE",
    "C BENT 2",
    "C COLUMN"
  ],
  "description": "This crop shows a plan view of a pile footing for Bent 2, an 11'-6\" square reinforced concrete footing with six piles arranged in two rows of three, spaced at 4'-6\" intervals with 1'-3\" edge distances. Centerlines are shown for the piles, the column, and Bent 2, along with a directional arrow labeled 'AHEAD' indicating orientation. This is a structural foundation detail intended for pile and footing quantity takeoff."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "rectangular grid (plan view of reinforcement layout)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a grid representing reinforcing bar layout within the bent cap/footing outline"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Top horizontal bars per dimension callout 5-540A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Top horizontal bars per dimension callout 4-540B"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Vertical bars per dimension callout 5-443A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 3,
      "note": "Vertical bars per dimension callout 3-443B, located in lower right stepped region"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 top width"
    },
    {
      "label": "Bar group width",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A bars, left portion"
    },
    {
      "label": "Bar group width",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B bars, right portion"
    },
    {
      "label": "Bar group height",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A bars, upper portion"
    },
    {
      "label": "Bar group height",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B bars, lower portion"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "BENT 1",
    "NO SCALE",
    "DETAIL 4",
    "E",
    "F"
  ],
  "description": "This crop shows Detail 4, a plan-view reinforcement layout for Bent 1, drawn not to scale. It depicts a grid representing reinforcing bars 540A and 540B running in one direction and 443A and 443B in the perpendicular direction, with bar counts and overall width dimensioned. Section markers E and F indicate cut lines through the bent, likely referencing adjacent cross-section details."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Reinforced concrete member (section)",
      "tag": "SECTION E-E",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows vertical bar 540A and rows of 5-443A each face at equal spacing"
    },
    {
      "name": "Reinforced concrete member (section)",
      "tag": "SECTION F-F",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows vertical bar 540B and rows of 5-443A (upper) and 3-443B (lower) each face at equal spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "circular (bar, shown in cross-section as dots)",
      "material": "reinforced steel",
      "count": null,
      "note": "5 bars each face at equal spacing, appears in both sections"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "circular (bar, shown in cross-section as dots)",
      "material": "reinforced steel",
      "count": null,
      "note": "3 bars each face at equal spacing, appears only in Section F-F"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "vertical bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical bar shown in Section E-E, appears to run along the member"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "vertical bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical bar shown in Section F-F, appears to run along the member"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION E-E"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION F-F"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION E-E, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "3-443B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F, lower region"
    }
  ],
  "notes": [
    "5-443A EA. FACE AT EQ. SPS.",
    "3-443B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION E-E",
    "SECTION F-F",
    "540A",
    "540B"
  ],
  "description": "This crop shows two reinforced concrete cross-sections, labeled Section E-E and Section F-F, likely representing a pier or column at two different elevations or locations. Both sections are 1'-0\" wide and show vertical reinforcement bars (540A/540B) along with horizontal bar layers (443A and 443B) at each face, spaced equally. Section F-F shows an additional lower zone with 3-443B bars, suggesting a change in reinforcement density or bar size along the height of the member."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced by title only; no graphical bent detail is shown in this crop, only its title callout 'BENT 4, NO SCALE'."
    }
  ],
  "measurements": [],
  "notes": [
    "NO SCALE",
    "SCALE: 3/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BENT 4",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0016",
    "BRIDGE SHEET 16 OF 21",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0016.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop is the title block of a Georgia DOT bridge sheet, identifying the drawing as 'INTERMEDIATE BENT DETAILS' for Bridge No. 1 Lt. and Rt. on SR 21 over NS #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It includes project identification, scale note, professional engineer seal, and sheet/drawing numbering (Bridge Sheet 16 of 21, Drawing No. 35-0016), with a small heading above referencing 'BENT 4, NO SCALE' for the adjoining detail not shown in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "column or pier cross section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square 3'-6\" x 3'-6\" concrete member shown in cross section with reinforcing bars and ties"
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "circular (bar cross section)",
      "material": "steel reinforcement",
      "count": 12,
      "note": "12 bars arranged around perimeter, callout '12-1121 OR 1131'"
    },
    {
      "name": "tie/hoop reinforcement",
      "tag": "620 OR 630",
      "shape": "rectangular (perimeter tie)",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Outer perimeter tie enclosing longitudinal bars"
    },
    {
      "name": "diagonal/cross tie reinforcement",
      "tag": "621 OR 631",
      "shape": "diagonal",
      "material": "steel reinforcement",
      "count": null,
      "note": "Diagonal ties connecting corner bars, forming diamond pattern within the section"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "column/pier section overall width"
    },
    {
      "label": "depth",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "column/pier section overall depth"
    },
    {
      "label": "clear cover",
      "value": "2",
      "unit": "in",
      "appliesTo": "all sides, reinforcement cover"
    },
    {
      "label": "bar count",
      "value": "12",
      "unit": "",
      "appliesTo": "1121 OR 1131 bars"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C",
    "12-1121 OR 1131",
    "620 OR 630",
    "621 OR 631",
    "aruna sastry"
  ],
  "description": "This crop shows a cross section (labeled SECTION C-C) of a square reinforced concrete member, 3'-6\" by 3'-6\", likely a column or pier shaft. It details the arrangement of 12 longitudinal reinforcing bars (tagged 1121 or 1131), an outer perimeter tie (620 or 630), diagonal cross ties (621 or 631), and specifies 2 inch clear cover on all sides."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Bent cap (with corbel/notch at bearing)",
      "tag": "",
      "shape": "rectangular with stepped notch",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section cut showing cap width, depth, and reinforcement layout"
    },
    {
      "name": "Longitudinal reinforcement bar (top, hooked)",
      "tag": "2-520 OR 2-530",
      "shape": "hooked bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Top bars at notch/corbel area"
    },
    {
      "name": "Reinforcement bar (top layer, hooked)",
      "tag": "8-1121 OR 8-1131",
      "shape": "hooked bar",
      "material": "reinforced steel",
      "count": 8,
      "note": "Top face bars"
    },
    {
      "name": "Stirrup / tie bar",
      "tag": "44-421 OR 44-431",
      "shape": "closed loop",
      "material": "reinforced steel",
      "count": 44,
      "note": "Vertical face ties, 2\" clear 3 sides"
    },
    {
      "name": "Vertical face bar, each face",
      "tag": "5-422 OR 5-432",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 5,
      "note": "Each face, spaced per 9\" dimension shown"
    },
    {
      "name": "Longitudinal side bar",
      "tag": "521 OR 531",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Runs along side face, 2\" clear 3 sides"
    },
    {
      "name": "Bottom reinforcement bar (hooked)",
      "tag": "8-1123 OR 8-1133",
      "shape": "hooked bar",
      "material": "reinforced steel",
      "count": 8,
      "note": "Bottom face bars"
    }
  ],
  "measurements": [
    {
      "label": "Overall top width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Half width to bent centerline",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Half width to bent centerline (other side)",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Outer segment width",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "bent cap section, left"
    },
    {
      "label": "Inner segment width",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section, left"
    },
    {
      "label": "Inner segment width",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section, right"
    },
    {
      "label": "Outer segment width",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "bent cap section, right"
    },
    {
      "label": "Overall cap depth (minimum)",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Bottom segment height",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Clear cover, typical",
      "value": "2",
      "unit": "in",
      "appliesTo": "top of cap"
    },
    {
      "label": "Clear cover, 3 sides",
      "value": "2",
      "unit": "in",
      "appliesTo": "bar 521 OR 531"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "C BENT",
    "C BRNG.",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "5-432 OR 5-422 EACH FACE",
    "521 OR 531",
    "8-1123 OR 8-1133"
  ],
  "description": "This crop is a cross section (Section A-A) through a bridge bent cap, showing overall width and depth dimensions, bearing centerline locations, and detailed reinforcement layout including top hooked bars, stirrups/ties, face bars, side longitudinal bars, and bottom hooked bars. Bar mark options are given as dual designations (e.g., 521 OR 531), suggesting this detail applies to more than one bent cap type or size in the drawing set."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap/column",
      "tag": "",
      "shape": "rectangular with column stem",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section B-B; reinforcement bars 2-520/2-530 (top), 8-1121/8-1131, 44-421/44-431 (vertical each face), 522/532 (ties), 8-1123/8-1133 (bottom)"
    },
    {
      "name": "Footing",
      "tag": "Bent 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "13'-0\" x 13'-0\" footing plan with column centerline shown"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "not detailed in plan (shown as small H-marks)",
      "material": "",
      "count": 6,
      "note": "Piles shown along two rows in Footing Plan - Bent 3, spaced 1'-3\", 5'-3\", 5'-3\", 1'-3\""
    },
    {
      "name": "Pile/column section detail",
      "tag": "Detail 1 / Section A-A",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section with reinforcement bars 5-511 and 5-414 each face at equal spaces"
    },
    {
      "name": "Pile/column section detail",
      "tag": "Detail 3 / Section D-D",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section with reinforcement bars 5-541 and 5-444 each face at equal spaces"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "Section B-B top width"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B - MIN. CL., TYP."
    },
    {
      "label": "Height",
      "value": "4'-0\"",
      "unit": "MIN.",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Bottom segment",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B - CL., 3 SIDES"
    },
    {
      "label": "Footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Edge distance",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    },
    {
      "label": "Width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "Detail 1 / Section A-A"
    },
    {
      "label": "Bar spacing dimension",
      "value": "5-511",
      "unit": "",
      "appliesTo": "Detail 1"
    },
    {
      "label": "Height dimension",
      "value": "5-414",
      "unit": "",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Width",
      "value": "3'-0 7/16\"",
      "unit": "",
      "appliesTo": "Detail 3 / Section D-D"
    },
    {
      "label": "Bar spacing dimension",
      "value": "5-541",
      "unit": "",
      "appliesTo": "Detail 3"
    },
    {
      "label": "Height dimension",
      "value": "5-444",
      "unit": "",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section D-D"
    },
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE",
    "5-414 EA. FACE AT EQ. SPS.",
    "5-444 EA. FACE AT EQ. SPS.",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "522 OR 532",
    "8-1123 OR 8-1133"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "DETAIL 1",
    "SECTION A-A",
    "DETAIL 3",
    "SECTION D-D",
    "C BENT",
    "C BRNG.",
    "C PILE",
    "C COLUMN",
    "C BENT 2",
    "C BENT 3",
    "AHEAD"
  ],
  "description": "This crop shows structural reinforcement details for a bridge bent, including Section B-B through the bent cap/column showing longitudinal and tie reinforcement bar callouts, a Footing Plan for Bent 3 with a 13'x13' footing and pile layout (6 piles visible), and two pile or column reinforcement detail/cross-section pairs (Detail 1/Section A-A and Detail 3/Section D-D) showing rebar cage arrangements with spacing callouts. The sheet is part of the structural (bridge substructure) discipline, not 'other' as auto-labeled, and documents reinforcement quantities and bar marks for the bent cap and footing/piles at Bent 3."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Reinforcement bar group",
      "tag": "510A",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 5,
      "note": "Top horizontal spacing group, 5 bars labeled 5-510A"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "510B",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 4,
      "note": "Top horizontal spacing group, 4 bars labeled 4-510B"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "413A",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 5,
      "note": "Vertical spacing group, 5 bars labeled 5-413A"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "413B",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 3,
      "note": "Vertical spacing group, 3 bars labeled 3-413B, appears within a stepped/offset sub-region of the grid"
    },
    {
      "name": "Reference line B",
      "tag": "B",
      "shape": "linear reference/gridline",
      "material": "",
      "count": 1,
      "note": "Vertical reference line with arrow marker, labeled B at top and bottom"
    },
    {
      "name": "Reference line C",
      "tag": "C",
      "shape": "linear reference/gridline",
      "material": "",
      "count": 1,
      "note": "Vertical reference line with arrow marker, labeled C at top and bottom"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4",
      "unit": "ft-in",
      "appliesTo": "overall grid/panel width"
    },
    {
      "label": "Spacing group",
      "value": "5-510A",
      "unit": "",
      "appliesTo": "510A bar group, horizontal span left portion"
    },
    {
      "label": "Spacing group",
      "value": "4-510B",
      "unit": "",
      "appliesTo": "510B bar group, horizontal span right portion"
    },
    {
      "label": "Spacing group",
      "value": "5-413A",
      "unit": "",
      "appliesTo": "413A bar group, vertical span upper portion"
    },
    {
      "label": "Spacing group",
      "value": "3-413B",
      "unit": "",
      "appliesTo": "413B bar group, vertical span lower portion"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows a rebar layout detail (labeled DETAIL 2) depicting a grid of reinforcement bars within a slightly tapered rectangular panel, with reference lines B and C marking column locations. Horizontal bar groups are tagged 510A and 510B, and vertical bar groups are tagged 413A and 413B, each with a count and overall dimension shown. This appears to be a partial reinforcement placement detail, likely for a slab, wall, or similar concrete element, showing bar spacing and grouping but without full context of the larger structure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Reinforced concrete member (section B-B)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing width of 1'-0\" with two rows of bars each face; bar mark 510A shown at the boundary where reinforcement pattern changes"
    },
    {
      "name": "Reinforced concrete member (section C-C)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing width of 1'-0\" with two rows of bars each face; bar mark 510B shown at the boundary where reinforcement pattern changes"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413A",
      "shape": "circular (bar, shown in cross section as dot)",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "5-413A EA. FACE AT EQ. SPS. shown in both sections, upper zone"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413B",
      "shape": "circular (bar, shown in cross section as dot)",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "3-413B EA. FACE AT EQ. SPS. shown in section C-C, lower zone"
    },
    {
      "name": "Reinforcing bar / tie",
      "tag": "510A",
      "shape": "",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "Located at the horizontal division line in section B-B"
    },
    {
      "name": "Reinforcing bar / tie",
      "tag": "510B",
      "shape": "",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "Located at the horizontal division line in section C-C"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B member"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section C-C member"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Section B-B, upper zone"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Section C-C, upper zone"
    },
    {
      "label": "Bar count and spacing",
      "value": "3-413B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Section C-C, lower zone"
    }
  ],
  "notes": [
    "5-413A EA. FACE AT EQ. SPS.",
    "3-413B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION B-B",
    "SECTION C-C",
    "510A",
    "510B"
  ],
  "description": "This crop shows two reinforced concrete cross sections, labeled Section B-B and Section C-C, each 1'-0\" wide, depicting vertical bar arrangements with dots representing bar positions in each face. Section B-B shows a single reinforcement zone with 5-413A bars each face at equal spacing, transitioning at a mark 510A. Section C-C shows two zones: an upper zone with 5-413A bars each face at equal spacing (bar 510B at the transition) and a lower zone with 3-413B bars each face at equal spacing, likely representing a pier, column, or wall cross section at two different elevations."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap/footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Footing for Bent 2, 11'-6\" x 11'-6\" square plan"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Shown as symbol with centerline; arranged in two rows of three, marked with centerline callout '℄ PILE'"
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline shown, column itself not visible in this crop"
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline (℄ BENT 2) shown; bent structure itself not depicted"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Edge distance (top, left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (top, right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Edge distance (left, top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (left, bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "AHEAD"
  ],
  "description": "This crop is a plan view titled 'FOOTING PLAN - BENT 2', showing the pile cap/footing layout for Bent 2 of a bridge substructure. It depicts a square 11'-6\" x 11'-6\" footing with six piles arranged in two rows of three, along with centerlines for the piles, the column, and Bent 2, and full dimensioning of pile spacing and edge distances."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "rectangular (grid, sloped top edge)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as reinforcement layout grid with sloped top; view section lines E and F cut through it"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "",
      "material": "steel",
      "count": 5,
      "note": "Group labeled 5-540A spanning left portion of grid width"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "",
      "material": "steel",
      "count": 4,
      "note": "Group labeled 4-540B spanning right portion of grid width"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "",
      "material": "steel",
      "count": 5,
      "note": "Group labeled 5-443A spanning upper portion of grid height"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "",
      "material": "steel",
      "count": 3,
      "note": "Group labeled 3-443B spanning lower portion of grid height"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4",
      "unit": "ft-in",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Bar group spacing",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "Bar group spacing",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "Bar group spacing",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "Bar group spacing",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [],
  "labels": [
    "BENT 1",
    "NO SCALE",
    "DETAIL 4",
    "E",
    "F"
  ],
  "description": "This crop shows a reinforcement detail for BENT 1, drawn to no scale, presented as a grid pattern representing rebar layout viewed from two section cuts (E and F) indicated by arrows at top and bottom. The overall width is dimensioned at 5'-4 3/4\" and subdivided into two bar groups (5-540A and 4-540B) horizontally, while the height is subdivided into two bar groups (5-443A and 3-443B) vertically, with a stepped/notched cutout in the lower-middle portion of the grid. This is labeled 'DETAIL 4' and documents the reinforcing bar arrangement within a bent cap or bent element."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete member (wall/pier section)",
      "tag": "SECTION E-E",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing two rows of reinforcement bars each face, with bar mark 540A shown at lower portion where bar layout changes."
    },
    {
      "name": "Concrete member (wall/pier section)",
      "tag": "SECTION F-F",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing two rows of reinforcement bars each face; upper zone bar 5-443A, lower zone transitions to bar 540B and 3-443B."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "5 bars each face at equal spacing, appears in both Section E-E and F-F upper zones."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "Called out at lower zone of Section E-E."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "Called out at lower zone of Section F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "3 bars each face at equal spacing, lower zone of Section F-F."
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION E-E"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION F-F"
    },
    {
      "label": "Bar count/spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION E-E upper zone"
    },
    {
      "label": "Bar count/spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F upper zone"
    },
    {
      "label": "Bar count/spacing",
      "value": "3-443B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F lower zone"
    }
  ],
  "notes": [
    "5-443A EA. FACE AT EQ. SPS.",
    "3-443B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION E-E",
    "SECTION F-F"
  ],
  "description": "This crop shows two reinforced concrete cross sections labeled SECTION E-E and SECTION F-F, each 1'-0\" wide, depicting vertical bar layouts with two rows of dots representing reinforcement each face. Both sections show 5-443A bars at equal spacing in the upper portion; Section E-E transitions to bar mark 540A at its lower portion, while Section F-F transitions to bar mark 540B and then 3-443B bars at equal spacing in its lower portion. This appears to be a reinforcement detail for a concrete pier, wall, or similar structural element, likely part of a larger reinforcing steel schedule sheet."
}