GDOT TESTING

{
  "view": "Title Block",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in title label above the block; no bent geometry is drawn in this crop, only the callout title 'BENT 4'."
    }
  ],
  "measurements": [
    {
      "label": "Scale note",
      "value": "3/4",
      "unit": "in = 1'-0\"",
      "appliesTo": "drawing scale (unless otherwise noted)"
    }
  ],
  "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",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "MAY 2025",
    "0019181_0016.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop shows the title block and header area of sheet 16 of a Georgia DOT bridge drawing set for SR 21 @ NS #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It contains only administrative and identification information—firm, agency, project, drawing number, scale note, sheet count, sign-off names, and a professional engineer's seal—along with the sheet title 'BENT 4' and drawing title 'INTERMEDIATE BENT DETAILS'; no actual structural geometry or dimensions of the bent are depicted in this particular crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Column/pier cross-section",
      "tag": "SECTION C-C",
      "shape": "square with circular reinforcement layout",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square concrete member 3'-6\" x 3'-6\" with circular arrangement of longitudinal bars"
    },
    {
      "name": "Longitudinal reinforcement bars",
      "tag": "1121 OR 1131",
      "shape": "circular (bar cross-section)",
      "material": "reinforcing steel",
      "count": 12,
      "note": "12 bars arranged in circular pattern, per callout '12-1121 OR 1131'"
    },
    {
      "name": "Tie/spiral reinforcement",
      "tag": "620 OR 630",
      "shape": "circular hoop",
      "material": "reinforcing steel",
      "count": null,
      "note": "Outer circular tie following inside face of square section"
    },
    {
      "name": "Tie/spiral reinforcement (diagonal)",
      "tag": "621 OR 631",
      "shape": "diagonal/diamond pattern ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Diagonal ties connecting bars, alternate designation to 620/630 series"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "SECTION C-C outer dimension (horizontal)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "SECTION C-C outer dimension (vertical)"
    },
    {
      "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",
    "12-1121 OR 1131",
    "620 OR 630",
    "621 OR 631"
  ],
  "labels": [
    "SECTION C-C",
    "aruna sastry"
  ],
  "description": "This crop shows a cross-section (SECTION C-C) of a square reinforced concrete member measuring 3'-6\" by 3'-6\", with 12 longitudinal reinforcing bars (marked 1121 or 1131) arranged in a circular pattern near the perimeter, tied together by hoop/diagonal reinforcement designated 620/630 and 621/631. A 2-inch clear cover is called out on all sides. The name 'aruna sastry' appears in the lower left, likely a drafter/reviewer signature."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular, elongated with rounded/tapered ends",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with beam centerlines 1-6, bearing points, and dowel hole locations"
    },
    {
      "name": "Bent cap",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular, elongated with rounded/tapered ends",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown with beam centerlines 7-12, bearing points, and dowel hole locations"
    },
    {
      "name": "Dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed 3\" dia x 12\" deep holes for 1 1/2\" dia smooth dowels, typical at multiple locations along bent caps"
    },
    {
      "name": "Bearing point",
      "tag": "BRG.",
      "shape": "point marker",
      "material": "",
      "count": null,
      "note": "Centerline of bearing marked at several beam locations"
    },
    {
      "name": "Beam centerline reference",
      "tag": "BEAM 1-12",
      "shape": "line/centerline",
      "material": "",
      "count": 12,
      "note": "Centerlines of beams referenced across both bent cap halves; beams themselves not drawn"
    }
  ],
  "measurements": [
    {
      "label": "Spacing",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "between bent cap halves / roadway"
    },
    {
      "label": "Spacing",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "between bent cap halves / roadway"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "Bent 4 Left"
    },
    {
      "label": "Skew angle typ",
      "value": "81°-20'-05.0\", TYP.",
      "unit": "deg-min-sec",
      "appliesTo": "Bent 4 Left"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "Bent 4 Right"
    },
    {
      "label": "Skew angle typ",
      "value": "81°-20'-05.0\", TYP.",
      "unit": "deg-min-sec",
      "appliesTo": "Bent 4 Right"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "centerline SR 21 area"
    },
    {
      "label": "Station",
      "value": "STA. 19+18.35",
      "unit": "",
      "appliesTo": "Bent 4 Left / bearing line"
    },
    {
      "label": "Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE B.F.P.R. BENT 4"
    },
    {
      "label": "Station",
      "value": "STA. 19+11.65",
      "unit": "",
      "appliesTo": "Bent 4 Right"
    },
    {
      "label": "Offset",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left dimension"
    },
    {
      "label": "Offset",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left dimension"
    },
    {
      "label": "Offset",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left dimension"
    },
    {
      "label": "Dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left end detail"
    },
    {
      "label": "Dimension",
      "value": "3'-0 1/8\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left end width"
    },
    {
      "label": "Dimension",
      "value": "3'-0 1/8\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left opposite end width"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left beam spacing, repeated between beams"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left beam spacing, repeated"
    },
    {
      "label": "Offset",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left end offset"
    },
    {
      "label": "Offset",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left cumulative dimension"
    },
    {
      "label": "Offset",
      "value": "6'-10 3/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left cumulative dimension other end"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Left cap length"
    },
    {
      "label": "Dowel hole size",
      "value": "3\" DIA. X 12\" DEEP",
      "unit": "in",
      "appliesTo": "formed hole for dowel"
    },
    {
      "label": "Dowel size",
      "value": "1 1/2\" DIA.",
      "unit": "in",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Edge distance",
      "value": "2 3/4\", TYP.",
      "unit": "in",
      "appliesTo": "dowel hole spacing"
    },
    {
      "label": "Offset",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right dimension"
    },
    {
      "label": "Offset",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right dimension"
    },
    {
      "label": "Dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right end detail (partially legible)"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right beam spacing, repeated"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right beam spacing, repeated"
    },
    {
      "label": "Offset",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right end offset"
    },
    {
      "label": "Offset",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right cumulative dimension"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "Bent 4 Right cap length"
    },
    {
      "label": "Vertical dimension",
      "value": "3'-0 1/16\"",
      "unit": "ft-in",
      "appliesTo": "end of bent cap, left side"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "Æ SR 21",
    "Æ BRG.",
    "AHEAD"
  ],
  "labels": [
    "PLAN (BENT 4 LEFT)",
    "PLAN (BENT 4 RIGHT)",
    "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, labeled 'Bent 4 Left' and 'Bent 4 Right', of a bridge bent cap for what appears to be a divided highway crossing (SR 21 WB and EB). Each view shows the bent cap with beam centerlines (Beam 1-6 on the left, Beam 7-12 on the right), bearing point locations, formed dowel holes for smooth dowels, skew angles, and station callouts including the End Bridge / B.F.P.R. station at Bent 4. Detailed dimensions along the cap length and dowel hole spacing are provided, with references to Detail 3 and Detail 4 on Bridge Sheet 16 for further detail."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column/Pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at left and right, taller than intermediate piles, top elevations given (EL.189.42/189.50 left, EL.188.67/188.71 right)"
    },
    {
      "name": "Pile/Column (intermediate)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "Vertical supports spaced along the cap beam, each with centerline dashed marker"
    },
    {
      "name": "Cap beam / Bent cap",
      "tag": "",
      "shape": "tapered/stepped top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous horizontal member spanning between end columns, top elevation varies along length (steps down from left to right)"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located at left end near EL.184.04"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located near second support from left"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located near mid-span, above EL.185.80 area"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "TYP., located near right-center support"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located at right end near EL.183.25"
    },
    {
      "name": "Reinforcement bar group (transverse ties)",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At equal spaces, at both left and right ends"
    },
    {
      "name": "Reinforcement bar group (transverse ties)",
      "tag": "7-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "At equal spaces, typical each bay, located centrally"
    },
    {
      "name": "Reinforcement bar callout",
      "tag": "4-440",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Over each pile, spacing dimension shown at top"
    }
  ],
  "measurements": [
    {
      "label": "Elevation top left column outer",
      "value": "189.42",
      "unit": "",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation top left column inner",
      "value": "189.50",
      "unit": "",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation cap beam near left",
      "value": "186.04",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam",
      "value": "185.93",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam mid-left",
      "value": "185.80",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam mid-right",
      "value": "185.67",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam right-center",
      "value": "185.53",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam near right",
      "value": "185.37",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation bottom left column",
      "value": "184.04",
      "unit": "",
      "appliesTo": "left column base"
    },
    {
      "label": "Elevation bottom right end",
      "value": "183.25",
      "unit": "",
      "appliesTo": "right end of cap beam"
    },
    {
      "label": "Elevation top right column outer",
      "value": "188.67",
      "unit": "",
      "appliesTo": "right column"
    },
    {
      "label": "Elevation top right column inner",
      "value": "188.71",
      "unit": "",
      "appliesTo": "right column"
    },
    {
      "label": "Spacing over each pile",
      "value": "4-440",
      "unit": "",
      "appliesTo": "reinforcement spacing callout"
    },
    {
      "label": "Support spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/column spacing, multiple locations"
    },
    {
      "label": "End span dimension",
      "value": "2'-10 1/8",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16",
      "unit": "ft-in",
      "appliesTo": "repeated bay spacing (5 times shown)"
    },
    {
      "label": "End span dimension",
      "value": "3'-3 5/8",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16",
      "unit": "ft-in",
      "appliesTo": "total elevation length"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation view of a bent/cap beam structure supported by two taller end columns and five intermediate columns or piles, with a continuous cap beam spanning between them. Top-of-beam and column elevations are annotated at multiple points along the length, and reinforcement bar callouts (e.g., 2-445B, 4-1040, 2-442, 2-445A, 2-445C, 4-441, 7-441, 4-440) indicate rebar groups and spacing within the cap beam and at pile locations. Horizontal dimensions define bay spacing (mostly 7'-7 1/16\") and total length (44'-1 1/16\"), consistent with a bridge bent or pile cap elevation drawing."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap spanning between end columns, with stepped top elevations shown; section cuts A-A and B-B taken through it"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at left and right supporting the cap beam, elevations given at top (EL. 188.39/188.45 and EL. 189.36/189.44)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (shown in section as vertical hatched element)",
      "material": "reinforced concrete",
      "count": 5,
      "note": "Piles shown beneath cap at regular spacing, with dashed vertical centerlines; each pile has ties marked 4-440"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Longitudinal bar callout near second pile from left"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar callout near middle of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445A",
      "shape": "straight bar, typical",
      "material": "reinforced concrete",
      "count": null,
      "note": "Typical bar in cap, repeated along length"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445B",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar at left end of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445C",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar at right end of cap"
    },
    {
      "name": "Tie/stirrup bar",
      "tag": "4-441",
      "shape": "closed tie, equally spaced",
      "material": "reinforced concrete",
      "count": null,
      "note": "At equal spaces at each end of cap (left and right ends)"
    },
    {
      "name": "Tie/stirrup bar",
      "tag": "7-441",
      "shape": "closed tie, equally spaced",
      "material": "reinforced concrete",
      "count": null,
      "note": "Typical each bay, equal spaces, at middle bay"
    },
    {
      "name": "Tie bar over pile",
      "tag": "4-440",
      "shape": "closed tie",
      "material": "reinforced concrete",
      "count": null,
      "note": "Over each pile, per callout"
    }
  ],
  "measurements": [
    {
      "label": "Elevation top left column outer",
      "value": "188.39",
      "unit": "ft",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation top left column inner",
      "value": "188.45",
      "unit": "ft",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation cap top at left",
      "value": "185.12",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.32",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.49",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.66",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.82",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap bottom at left",
      "value": "182.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap bottom at right",
      "value": "183.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation top right column outer",
      "value": "189.44",
      "unit": "ft",
      "appliesTo": "right column"
    },
    {
      "label": "Elevation top right column inner",
      "value": "189.36",
      "unit": "ft",
      "appliesTo": "right column"
    },
    {
      "label": "Pile spacing dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing (leftmost)"
    },
    {
      "label": "Pile spacing dimension typical",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing dimension typical",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing (rightmost)"
    },
    {
      "label": "Horizontal span dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal span dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated 5 times)"
    },
    {
      "label": "Horizontal span dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length dimension",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop shows an elevation view of a reinforced concrete bent/pile cap structure with end columns, spanning approximately 44 feet, supported on five intermediate piles plus two end columns. Elevations are called out along the top and bottom of the cap at multiple points, and reinforcement bar callouts (441, 442, 445A/B/C, 1040) along with tie spacing over piles and at equal spaces define the reinforcing layout. Section cut markers A-A and B-B indicate where corresponding cross sections are taken through the cap."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "clearance",
      "value": "2",
      "unit": "\"",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "MAINTAIN 2\" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop contains a general notes block with two numbered notes: one specifying a 2-inch clearance requirement for reinforcement unless otherwise noted, and another referencing Georgia Standard drawing 9037 for drainage details at end bents. No drawn objects, dimensions figures, or graphical elements are present in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in both Section B-B (cross section of cap reinforcement) and Section at End Bent and Wall (cap in elevation/side view)"
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "441",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Corner bars in cap section, quantity not stated for this mark alone"
    },
    {
      "name": "Reinforcement bar (top)",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Top bars in cap"
    },
    {
      "name": "Reinforcement bar (stirrup/tie)",
      "tag": "4-1040",
      "shape": "bent/stirrup",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Interior ties shown with hooks"
    },
    {
      "name": "Vertical reinforcement bar",
      "tag": "2-445 SERIES",
      "shape": "straight bar (dowel/column bar)",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Extends down from cap, break line shown indicating continuation"
    },
    {
      "name": "Wingwall / retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in elevation with coping and front face labeled"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Cap element atop wall"
    },
    {
      "name": "Column/pile (support under cap)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown with break line below cap, two per section"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap"
    },
    {
      "label": "Minimum clear cover to top bars",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "cap section, top reinforcement"
    },
    {
      "label": "Minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "cap section"
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "cap section, TYP. dimension"
    },
    {
      "label": "Clear cover 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "cap section bars"
    },
    {
      "label": "Half-width dimension left",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "cap section, left of centerline"
    },
    {
      "label": "Half-width dimension right",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "cap section, right of centerline"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Overall minimum distance",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, from B.F.P.R. to wall"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent/wall section"
    },
    {
      "label": "Minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent/wall section"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "2'-0\" MIN.",
    "B.F.P.R.",
    "6'-0\" MIN."
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "441",
    "2-442",
    "4-1040",
    "2-445 SERIES"
  ],
  "description": "This crop shows two related concrete detail sections: 'Section B-B', a cross-sectional cut through a bent cap showing reinforcement bar arrangement (corner bars, top bars, ties, and vertical dowels) with clear cover dimensions; and 'Section at End Bent and Wall', an elevation-type section showing the cap in relation to a wingwall/retaining wall structure with coping and front face of wall labeled, along with minimum clearance and offset dimensions. Together they document reinforcement detailing and geometric relationships between an end bent cap and an adjacent wall for a bridge substructure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Cap/Beam section (rectangular concrete member)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Outer rectangular section 3'-0\" wide, 2'-0\" min deep, shown with reinforcement bars and cover dimensions"
    },
    {
      "name": "Column/pier stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown below the cap section, centered, with break line indicating continuation"
    },
    {
      "name": "Corner reinforcement bar",
      "tag": "440",
      "shape": "bent/diagonal bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Diagonal corner bars shown at each corner of the section"
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Two bars shown near top, inside corner bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Four bars shown at top of section, called out with leader line"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Top clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "top of section"
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bar spacing (vertical)",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "reinforcement, typical"
    },
    {
      "label": "Side clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "3 sides of section"
    },
    {
      "label": "Bottom half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bottom half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A drawing scale"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "440",
    "2-442",
    "4-1040"
  ],
  "description": "This crop shows a cross section labeled SECTION A-A at scale 3/4\"=1'-0\", depicting a rectangular reinforced concrete cap or beam member (3'-0\" wide, 2'-0\" min deep) with a column/pier stem shown below via a break line. Reinforcement bars are called out with marks 440 (diagonal corner bars), 2-442 (top bars), and 4-1040 (additional top bars), along with cover dimensions of 2\" minimum clear at top and sides. This detail documents the reinforcing steel arrangement and concrete cover requirements for a structural cap/beam element, likely part of a bent cap or pier cap."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 steel H piles, referenced in notes for End Bent 4"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile section",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "Bent 4L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "Bent 4R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 4 LT."
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 4 RT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 4 LT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 4 RT."
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Bridge sheet",
      "value": "17 OF 21",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Drawing No.",
      "value": "35-0017",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "Date",
      "value": "MAY 2025",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "License No.",
      "value": "19371",
      "unit": "",
      "appliesTo": "Professional Engineer Seal"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED.",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "END BENT 4",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0017",
    "BRIDGE SHEET 17 OF 21",
    "SUBSTRUCTURE QUANTITIES",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0017.dgn"
  ],
  "description": "This crop shows the title block, engineer's seal, general notes, and a substructure quantities table for End Bent 4 of a bridge on SR 21 over NS railroad in Jenkins County, Georgia. It specifies steel H-pile (HP12x53) design and driving criteria, and lists Class AA concrete and reinforcing steel quantities for Bent 4 left and right. No structural plan or elevation view is included in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 4 LEFT",
      "shape": "rectangular, elongated with rounded/oval end sections",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of bent cap showing beam centerlines 1-6, dowel holes, and dimensioning"
    },
    {
      "name": "Bent cap",
      "tag": "BENT 4 RIGHT",
      "shape": "rectangular, elongated with rounded/oval end sections",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of bent cap showing beam centerlines 7-12, dowel holes, and dimensioning"
    },
    {
      "name": "Beam centerline marks",
      "tag": "BEAM 1-12",
      "shape": "linear marks/crosshatched squares",
      "material": "",
      "count": 12,
      "note": "Bearing locations marked with small crosshatched squares along each bent cap, 6 per bent cap side"
    },
    {
      "name": "Dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "3\" DIA x 12\" deep holes for 1-1/2\" dia smooth dowel, typical at multiple locations along caps"
    },
    {
      "name": "Bearing pad location",
      "tag": "BRG.",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Centerline of bearing marked near ends of each bent cap"
    }
  ],
  "measurements": [
    {
      "label": "Span dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "between bent centerlines, left side"
    },
    {
      "label": "Span dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "between bent centerlines, right side"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "BENT 4 LEFT cap"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "BENT 4 RIGHT cap"
    },
    {
      "label": "End segment length",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "end of bent cap, left"
    },
    {
      "label": "End segment length",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "end of bent cap, right"
    },
    {
      "label": "Segment length",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "beam spacing, repeated multiple times"
    },
    {
      "label": "Segment length",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "beam spacing, repeated multiple times"
    },
    {
      "label": "Segment length",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "combined dimension left side"
    },
    {
      "label": "Segment length",
      "value": "6'-10 3/16\"",
      "unit": "ft-in",
      "appliesTo": "combined dimension"
    },
    {
      "label": "Dowel hole size",
      "value": "3\" DIA. X 12\" DEEP",
      "unit": "in",
      "appliesTo": "dowel hole"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Spacing",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "typical spacing between dowel holes"
    },
    {
      "label": "Spacing",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "dimension along cap"
    },
    {
      "label": "Width dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "cap width"
    },
    {
      "label": "Width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "cap edge width"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "bent skew angle, typical"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "repeated at multiple locations"
    },
    {
      "label": "Station",
      "value": "STA. 19+18.35",
      "unit": "",
      "appliesTo": "bearing location left"
    },
    {
      "label": "Station",
      "value": "STA. 19+11.65",
      "unit": "",
      "appliesTo": "bearing location right"
    },
    {
      "label": "Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "End Bridge B.F.P.R. Bent 4"
    },
    {
      "label": "End cap dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "end of cap detail, left"
    },
    {
      "label": "End cap dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "end of cap detail, right"
    },
    {
      "label": "P.I. NO.",
      "value": "0019181",
      "unit": "",
      "appliesTo": "Title block"
    }
  ],
  "notes": [
    "SEE DETAIL 3 BRIDGE SHEET 16",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 4 BRIDGE SHEET 16",
    "B.F.P.R.",
    "END BRIDGE B.F.P.R. BENT 4 STA. 19+15.00",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "€ SR 21",
    "€ BRG.",
    "AHEAD"
  ],
  "labels": [
    "GDOT",
    "P.I. NO. 0019181",
    "PLAN (BENT 4 LEFT)",
    "PLAN (BENT 4 RIGHT)",
    "€ 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 plan views of two bridge bent caps (Bent 4 Left and Bent 4 Right) along SR 21, each supporting six beam bearing lines with detailed dimensioning of bearing spacing, dowel hole locations for smooth dowels, skew angle, and stationing. The drawing includes references to bridge sheet 16 details (Detail 3 and Detail 4) and station/PGL callouts for SR 21 westbound and eastbound alignments, documenting the substructure bent cap geometry and beam seat layout at Bent 4."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Horizontal beam spanning between two end columns, top edge stepped with varying elevations"
    },
    {
      "name": "End column / pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical members at each end of the beam, top elevations noted (EL.189.42/189.50 left, EL.188.67/188.71 right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular/square (shown schematically with dashed centerline and X)",
      "material": "not stated",
      "count": 5,
      "note": "Piles shown below cap at regular intervals, spacing dimensions given as 10\" and 7'-7 1/16\" bays"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near left end of beam"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out over second pile from left"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near mid-span area"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445A, TYP.",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical bar callout near right-center"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near right end of beam"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple callouts: '4-441 AT EQ. SPACES' at both ends, '7-441 AT EQ. SPS. TYP. EA. BAY' at center bays"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout '4-440 OVER EACH PILE' near center-left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.42",
      "unit": "",
      "appliesTo": "left end column, lower point"
    },
    {
      "label": "Elevation",
      "value": "189.50",
      "unit": "",
      "appliesTo": "left end column, upper point"
    },
    {
      "label": "Elevation",
      "value": "186.04",
      "unit": "",
      "appliesTo": "beam top near left column"
    },
    {
      "label": "Elevation",
      "value": "185.93",
      "unit": "",
      "appliesTo": "beam top, section A location"
    },
    {
      "label": "Elevation",
      "value": "185.80",
      "unit": "",
      "appliesTo": "beam top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.67",
      "unit": "",
      "appliesTo": "beam top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.53",
      "unit": "",
      "appliesTo": "beam top, right of center"
    },
    {
      "label": "Elevation",
      "value": "185.37",
      "unit": "",
      "appliesTo": "beam top near right column"
    },
    {
      "label": "Elevation",
      "value": "188.67",
      "unit": "",
      "appliesTo": "right end column, lower point"
    },
    {
      "label": "Elevation",
      "value": "188.71",
      "unit": "",
      "appliesTo": "right end column, upper point"
    },
    {
      "label": "Elevation",
      "value": "184.04",
      "unit": "",
      "appliesTo": "beam bottom near left column"
    },
    {
      "label": "Elevation",
      "value": "183.25",
      "unit": "",
      "appliesTo": "beam bottom near right column"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile-to-beam edge spacing, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "typical pile spacing"
    },
    {
      "label": "Bay dimension",
      "value": "2'-10 1/8",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16",
      "unit": "ft-in",
      "appliesTo": "repeated bay spacing (5 instances shown)"
    },
    {
      "label": "Bay dimension",
      "value": "3'-3 5/8",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16",
      "unit": "ft-in",
      "appliesTo": "overall beam length"
    },
    {
      "label": "Bar spacing note",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "end bays"
    },
    {
      "label": "Bar spacing note",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "center bays"
    },
    {
      "label": "Bar note",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent cap (beam) supported on piles between two end columns/piers, with top and bottom elevations noted at multiple points along its length. Reinforcing bar marks (2-445B, 4-1040, 2-442, 2-445A, 2-445C, 4-441, 4-440) and detailed bay/pile spacing dimensions are called out, along with section cut markers A-A and B-B, indicating this documents the geometry and reinforcement layout of a pile-supported cap beam, likely part of a bridge bent or foundation structure."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, elongated with slight camber/breaks along top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning between two end supports, with top elevation call-outs varying slightly along its length"
    },
    {
      "name": "End column/pedestal (left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at left end with elevations EL.188.39/EL.188.45 at top and EL.182.96 at base"
    },
    {
      "name": "End column/pedestal (right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at right end with elevations EL.189.36/EL.189.44 at top and EL.183.96 at base"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/vertical, shown with hatched cross bracing symbol",
      "material": "unspecified (likely concrete or steel)",
      "count": 5,
      "note": "Five intermediate vertical piles shown below cap beam, spaced at repeating intervals, each with a '4-440 OVER EACH PILE' bar callout"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark shown near one pile location"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical bar mark repeated along cap, labeled TYP."
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark near left end column"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark near right end column"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Bar mark called out along cap beam, appears twice"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Bar mark 'AT EQ. SPACES' at both ends of cap beam"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark 'AT EQ. SPS. TYP. EA. BAY' at mid-span bay"
    },
    {
      "name": "Section cut markers",
      "tag": "A-A",
      "shape": "arrow/line indicator",
      "material": "",
      "count": 1,
      "note": "Section cut line labeled A at top, with corresponding arrow at bottom"
    },
    {
      "name": "Section cut markers",
      "tag": "B-B",
      "shape": "arrow/line indicator",
      "material": "",
      "count": 1,
      "note": "Section cut line labeled B at top, with corresponding arrow at bottom"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end column top-left"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end column top-right"
    },
    {
      "label": "Elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "cap beam top, near left column"
    },
    {
      "label": "Elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "cap beam top, first bay"
    },
    {
      "label": "Elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "cap beam top, near mid-pile"
    },
    {
      "label": "Elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "cap beam top, mid-span"
    },
    {
      "label": "Elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "cap beam top, further right"
    },
    {
      "label": "Elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "cap beam top, near right column"
    },
    {
      "label": "Elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end column top-left"
    },
    {
      "label": "Elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end column top-right"
    },
    {
      "label": "Elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing near left column"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing, TYP., multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing near right column"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost bay length"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay length, repeated (5 times) along cap beam"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost bay length"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Bar count/spacing note",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "pile bar callout"
    },
    {
      "label": "Bar count/spacing note",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "end bay bars, both ends"
    },
    {
      "label": "Bar count/spacing note",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "mid bay bars"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-445A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a concrete pile cap / bent cap beam supported on multiple piles between two end columns, with top-of-cap elevations, bar reinforcement marks (2-442, 2-445A/B/C, 4-1040, 4-441, 7-441), and detailed bay spacing dimensions given in feet-inches along the bottom. Section cut lines A-A and B-B are indicated at two locations along the beam, and the overall length of the structure is dimensioned as 44'-1 1/16\". This likely documents a bent/pile cap elevation for a bridge substructure, showing elevations and reinforcement layout rather than the full structure."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Clearance on reinforcement",
      "value": "2",
      "unit": "in",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "MAINTAIN 2\" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows a general notes block from a construction drawing, containing two numbered notes. The notes specify a standard reinforcement clearance requirement and reference a Georgia DOT standard drawing for drainage details at end bents. No graphical or object content is shown in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in cross section (Section B-B) and in the plan/section view labeled 'CAP' at the End Bent and Wall detail"
    },
    {
      "name": "Reinforcement bar (stirrup/tie)",
      "tag": "441",
      "shape": "rectangular closed hoop",
      "material": "reinforced steel",
      "count": 1,
      "note": "Outer perimeter stirrup in Section B-B"
    },
    {
      "name": "Reinforcement bar (corner bar)",
      "tag": "442",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Labeled '2-442' at top corners of cap section"
    },
    {
      "name": "Reinforcement bar (longitudinal)",
      "tag": "1040",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "Labeled '4-1040' running through cap"
    },
    {
      "name": "Reinforcement bar (series)",
      "tag": "445 SERIES",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Labeled '2-445 SERIES', vertical bars extending down from cap, likely pile/column dowels"
    },
    {
      "name": "Pile or column support",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two circular bar positions shown with break marks below cap in Section B-B, and two vertical supports below CAP in end bent section"
    },
    {
      "name": "Wall (retaining/wingwall)",
      "tag": "",
      "shape": "rectangular, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at right side of 'Section at End Bent and Wall' with coping on top"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop the wall, labeled 'COPING'"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap section"
    },
    {
      "label": "Clear cover top",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "Section B-B, top of cap"
    },
    {
      "label": "Min. depth to bars",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap section"
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\" TYP.",
      "unit": "ft-in",
      "appliesTo": "Section B-B, bar spacing"
    },
    {
      "label": "Clear cover sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Section B-B cap section"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, left half"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, right half"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, cap"
    },
    {
      "label": "Overall min. width",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, from B.F.P.R. to wall"
    },
    {
      "label": "Min. depth",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, cap depth"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES",
    "2-445 SERIES",
    "2-442",
    "4-1040",
    "441",
    "B.F.P.R.",
    "6'-0\" MIN.",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL"
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows two related reinforced concrete cap details: 'Section B-B', a cross-section through a bent cap showing rebar layout (stirrups marked 441/442, longitudinal bars 1040, and 445-series bars) with cover and spacing dimensions; and 'Section at End Bent and Wall', a section illustrating the relationship between the bent cap, a stepped connection, and an adjacent retaining wall with coping, including minimum width and depth dimensions. Together they document reinforcement and geometry for an end bent cap and its connection to a wingwall/retaining wall structure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete cap/footing section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in cross-section with a narrower rectangular stem or column projecting downward through a break line, suggesting this cap sits atop a pier/column stem."
    },
    {
      "name": "Corner reinforcement bar",
      "tag": "440",
      "shape": "round bar, bent at ends (diagonal hooks shown at corners)",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Located at four corners of the rectangular section, arrows pointing to corner dots."
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-442",
      "shape": "round bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two bars near top, inboard of corner bars."
    },
    {
      "name": "Vertical/longitudinal reinforcement bar",
      "tag": "4-1040",
      "shape": "round bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout arrow points to bars along the sides of the section."
    },
    {
      "name": "Stem/column (partial)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Narrow rectangular element shown centered below the cap, cut off by a break line, indicating it continues beyond the crop."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width bottom (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width bottom (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Overall height (min.)",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Top clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Side clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bar spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "440 / 1040 bars"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "2'-0\" MIN."
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "440",
    "2-442",
    "4-1040",
    "aruna sastry"
  ],
  "description": "This crop shows a single detail titled 'SECTION A-A' at scale 3/4\"=1'-0\", depicting a reinforced concrete cap or footing section, 3'-0\" wide and at least 2'-0\" tall (minimum), with corner reinforcement bars marked 440, top bars marked 2-442, and side/vertical bars marked 4-1040. A narrower rectangular stem (likely a column or pier) extends downward through a break line at the bottom, indicating the cap sits atop a supporting element not fully shown in this crop. Cover requirements (2\" min. clearance top and sides) and bar spacing (1'-0\" typical) are called out, but no plan view, station, or overall structure identification appears in this fragment."
}

Model reply contained no readable JSON object

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 1 LEFT",
      "shape": "elongated rectangular, skewed (tapered ends)",
      "material": "reinforced concrete (assumed, typical for bent cap)",
      "count": 1,
      "note": "Shown in plan, skewed relative to beam centerlines; divided into 6 beam bearing segments labeled 1-6."
    },
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "elongated rectangular, skewed (tapered ends)",
      "material": "reinforced concrete (assumed)",
      "count": 1,
      "note": "Second bent cap plan below the first; label for this bent is cut off/not visible in this crop, divided into 6 beam bearing segments labeled 7-12."
    }
  ],
  "measurements": [],
  "notes": [
    "B.F.P.R. BENT 1"
  ],
  "labels": [
    "BENT 1 LEFT",
    "B.F.P.R. BENT 1",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop shows a plan view of a bridge bent cap labeled 'BENT 1 LEFT', drawn skewed relative to the beam centerlines, with six beam bearing locations numbered 1 through 6 and their corresponding centerline callouts (C BEAM 1 through C BEAM 6). Below it, a second similar skewed bent cap plan (unlabeled in this crop) shows six more beam locations numbered 7 through 12 with matching centerline callouts. An arrow at the top references 'B.F.P.R. BENT 1', likely indicating a back-face-of-pier-reference or similar baseline for the bent."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Left, contains piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Left, contains piles numbered 7-12"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Right, contains piles numbered 1-6"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Part of Bent 3 Right, contains piles numbered 7-12"
    },
    {
      "name": "Pile cap / footing",
      "tag": "BENT 4 LEFT",
      "shape": "tapered/trapezoidal, skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long skewed footing with beam centerlines 1-6, no explicit footing tag printed"
    },
    {
      "name": "Pile cap / footing",
      "tag": "BENT 4 RIGHT",
      "shape": "tapered/trapezoidal, skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long skewed footing with beam centerlines 7-12, no explicit footing tag printed"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel (implied by H symbol)",
      "count": 36,
      "note": "Numbered piles 1-12 repeated across Footings 1-4 and Bent 4 Left/Right beam locations; exact count approximate based on visible symbols"
    },
    {
      "name": "Column/pier shaft",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown atop footing in the 'FOOTING LAYOUT' detail section"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "vertical, driven (section symbol)",
      "material": "unspecified",
      "count": 2,
      "note": "Shown in the small 'FOOTING LAYOUT' cross-section beneath the footing"
    }
  ],
  "measurements": [],
  "notes": [
    "THIS \"AS-BUILT FOUNDATION INFORMATION\" SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION."
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "FOOTING LAYOUT",
    "BOTTOM OF FOOTING ELEVATION",
    "BENT 3 LEFT",
    "BENT 4 LEFT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "C BENT 3",
    "B.F.P.R. BENT 4",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "3 RIGHT",
    "4 LEFT",
    "4 RIGHT",
    "NOTE:",
    "PROJECT ENGINEER",
    "DATE"
  ],
  "description": "This crop is an As-Built Foundation Information sheet for a bridge, combining plan-view sketches of Bent 3 (Left and Right) and Bent 4 (Left and Right) pile/footing layouts, a small footing cross-section detail labeled 'FOOTING LAYOUT', and two blank pile schedule tables listing pile numbers by footing/beam location with columns for pile tip elevation and bottom-of-footing elevation, to be completed by the project engineer after pile installation. No dimensions or elevation values are filled in; only pile numbering (1-12) and location tags are printed. A signature/date block for the Project Engineer appears at the bottom right along with GDOT title block information (P.I. NO. 0019181)."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated rectangle in plan view"
    },
    {
      "name": "Pile",
      "tag": "1",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Pile location marked with 'H' symbol, numbered 1"
    },
    {
      "name": "Pile",
      "tag": "2",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of Bent 2"
    },
    {
      "name": "Pile",
      "tag": "3",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "4",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "5",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Located on centerline of Bent 2"
    },
    {
      "name": "Pile",
      "tag": "6",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ BENT 2",
    "FOOTING 1",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop shows a plan view of a pile footing (Footing 1) for a bridge bent, depicted as a rotated rectangle with six H-shaped pile symbols numbered 1 through 6 at its corners and mid-sides. A dash-dot centerline labeled '℄ BENT 2' runs diagonally through piles 2 and 5, indicating the bent centerline alignment relative to the footing. No dimensions or elevations are given in this fragment; it appears to be a pile layout diagram within a footing/bent detail sheet."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular (skewed/rotated)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Plan view of footing shown as a rotated rectangle with a centerline running through it"
    },
    {
      "name": "pile",
      "tag": "7,8,9,10,11,12",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-piles arranged in two rows of three within the footing outline, each labeled with a pile number"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 2 LEFT",
    "FOOTING 2",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view of a pile footing labeled FOOTING 2, part of a bent identified as BENT 2 LEFT. It shows a rotated rectangular footing outline containing six H-shaped piles numbered 7 through 12, with a centerline (dashed) passing through the footing and continuing beyond it, and a second dashed line crossing below representing another alignment or centerline."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "rectangular (skewed)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a rotated rectangle in plan with a centerline through it"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-piles arranged in two rows of three, numbered 1–6, at footing corners/midpoints"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 3",
    "1",
    "2",
    "3",
    "4",
    "5",
    "6"
  ],
  "description": "This crop is a plan view of a pile footing (labeled FOOTING 3) shown as a skewed rectangle with a centerline running through it. Six H-shaped piles are shown at the corners and mid-sides of the footing, numbered 1 through 6, indicating pile placement layout for the footing. No dimensions or additional notes are given in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "rectangular (skewed/rotated)",
      "material": "",
      "count": 1,
      "note": "Shown as a rotated square/rectangle with a centerline dashed line through it"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 6,
      "note": "Six H-pile symbols located at points 7,8,9,10,11,12 within the footing outline"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "FOOTING 4",
    "7",
    "8",
    "9",
    "10",
    "11",
    "12"
  ],
  "description": "This crop is a plan view fragment showing a single skewed rectangular footing labeled FOOTING 4, with six H-pile locations numbered 7 through 12 marked at the corners and midpoints of the footing outline. A dashed centerline runs through the footing between piles 8 and 11, extending beyond the footing edge at the top of the crop. No dimensions or additional notes are visible in this crop."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "Pile",
      "tag": "Bent 1 Left / 1 Right",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Listed by Beam 1-12 with Pile No. 1-12; Pile Tip Elevation column blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 2 Left, Footing 1 & 2",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 1 and Footing 2; Pile Tip Elevation and Bottom of Footing Elevation columns blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 2 Right, Footing 3 & 4",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 3 and Footing 4; elevation columns blank"
    },
    {
      "name": "Pile",
      "tag": "Bent 3 Left, Footing 1 & 2",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile No. 1-12 under Footing 1 and Footing 2; elevation columns blank"
    },
    {
      "name": "Footing",
      "tag": "Footing 1",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Appears in Bent 2 Left and Bent 3 Left tables"
    },
    {
      "name": "Footing",
      "tag": "Footing 2",
      "shape": "",
      "material": "",
      "count": 3,
      "note": "Appears in Bent 2 Left and Bent 3 Left tables"
    },
    {
      "name": "Footing",
      "tag": "Footing 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent 2 Right table"
    },
    {
      "name": "Footing",
      "tag": "Footing 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent 2 Right table"
    },
    {
      "name": "Professional Engineer Seal",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Georgia Registered Professional Engineer stamp, No. 9371, Aruna Sastry"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "1 LEFT",
    "1 RIGHT",
    "2 LEFT",
    "2 RIGHT",
    "3 LEFT",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "FOOTING 1",
    "FOOTING 2",
    "FOOTING 3",
    "FOOTING 4",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "1030 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",
    "AS-BUILT FOUNDATION INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0018",
    "BRIDGE SHEET 18 OF 21",
    "NO SCALE",
    "MAY 2025",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.9371 ARUNA SASTRY",
    "aruna sastry",
    "5/28/2025 4:53:46 PM",
    "0019181_0018.dgn"
  ],
  "description": "This crop shows four identical-format pile foundation schedules for bridge bents 1 through 3 (Left/Right), listing pile location (by beam or footing number), pile number, pile tip elevation, and bottom of footing elevation columns, all left blank (unfilled) in this as-built sheet. The right side of the crop contains the standard Georgia DOT title block identifying the sheet as 'As-Built Foundation Information' for bridge SR 21 @ NS #620272Y in Jenkins County, drawing 35-0018, sheet 18 of 21, prepared by Sastry & Associates, Inc., dated May 2025. No actual elevation values or dimensions are printed in the visible tables."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1 LEFT",
      "shape": "elongated rectangular (skewed)",
      "material": "",
      "count": 1,
      "note": "Shows 6 beam seat marks numbered 1-6 with centerline callouts BEAM 1 through BEAM 6; skewed alignment with dashed centerline and arrow labeled B.F.P.R. BENT 1"
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "elongated rectangular (skewed)",
      "material": "",
      "count": 1,
      "note": "Lower unlabeled bent cap segment showing beam seat marks numbered 7-12 with centerline callouts BEAM 7 through BEAM 12; also has B.F.P.R. BENT 1 label at bottom; likely a continuation or the 'right' portion of Bent 1 based on numbering sequence, but no explicit title visible in this crop"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT I",
    "BENT I LEFT",
    "C BEAM I",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12"
  ],
  "description": "This crop is a plan view detail of a skewed bent cap (labeled 'BENT 1 LEFT') showing twelve numbered beam bearing locations (1 through 12) along its length, each marked with a tick and a centerline callout '¢ BEAM n'. The bent cap is drawn in two elongated segments, split by a horizontal dash-dot reference line, with a 'B.F.P.R. BENT 1' arrow/label indicating a reference point or direction at each end. This documents the beam seat layout and spacing arrangement on a bridge bent for beam placement/take-off purposes; no dimensions or elevations are printed in this crop."
}