Bent Cap

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "End bent and intermediate bent piling referenced regarding special protective coating extents"
    },
    {
      "name": "swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as also requiring special protective coating"
    },
    {
      "name": "bent cap / pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Reference point for coating extent on intermediate bent piling"
    }
  ],
  "measurements": [
    {
      "label": "Coating extent below ground - end bent piling",
      "value": "2",
      "unit": "FT",
      "appliesTo": "end bent piling"
    },
    {
      "label": "Coating extent below ground - intermediate bent piling",
      "value": "5",
      "unit": "FT",
      "appliesTo": "intermediate bent piling"
    }
  ],
  "notes": [
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.",
    "EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.",
    "EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT."
  ],
  "labels": [],
  "description": "This crop contains a single block of general construction notes specifying the application of special protective coating (No. 2P) to piles and swaybracing per Georgia DOT specifications, including the vertical extents of coating required for end bent and intermediate bent piling. No drawn objects, dimensions, or graphic elements are present, only text notes."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note regarding protective coating; end bent and intermediate bent piling"
    },
    {
      "name": "swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as receiving special protective coating along with piles"
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as 'cap' from which coating extent is measured"
    },
    {
      "name": "pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as alternate reference point for coating extent"
    }
  ],
  "measurements": [
    {
      "label": "Coating extension",
      "value": "2",
      "unit": "FT",
      "appliesTo": "end bent piling - below ground"
    },
    {
      "label": "Coating extension",
      "value": "5",
      "unit": "FT",
      "appliesTo": "intermediate bent piling - below ground"
    }
  ],
  "notes": [
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.",
    "EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.",
    "EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT."
  ],
  "labels": [],
  "description": "This crop contains a single block of general construction notes specifying the special protective coating requirements for piles and swaybracing, referencing Georgia DOT specification sections 520 and 535. It defines the vertical extent of coating application for both end bent and intermediate bent piling relative to ground level and structural elements like the cap or pedestal footing. No graphical elements, dimensions drawings, or schedules are present in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 1",
      "shape": "rectangular, elongated with rounded/elliptical ends",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in two halves: 'BENT 1 RIGHT' and 'BENT 1 LEFT' plan views, each spanning 6 beam lines"
    },
    {
      "name": "Dowel hole",
      "tag": "",
      "shape": "circular, 3\" dia x 12\" deep",
      "material": "concrete (formed hole)",
      "count": 4,
      "note": "Formed for 1 1/2\" dia smooth dowel, typ., located at each end of both bent cap segments; see Detail 1 Bridge Sheet 16"
    },
    {
      "name": "Bearing device",
      "tag": "BRG.",
      "shape": "rectangular grid pattern (cross-hatched)",
      "material": "not stated (likely elastomeric or steel bearing)",
      "count": 2,
      "note": "Centerline of bearing marked at each end near BFPR; see Detail 2 Bridge Sheet 16"
    },
    {
      "name": "Beam centerline marker",
      "tag": "BEAM 1 - BEAM 12",
      "shape": "linear centerline",
      "material": "n/a",
      "count": 12,
      "note": "Centerlines of PSC beams shown along both bent cap plans, spaced per dimensions given"
    },
    {
      "name": "Bridge begin/reference point (B.F.P.R.)",
      "tag": "",
      "shape": "point marker",
      "material": "n/a",
      "count": 2,
      "note": "Beginning face of pier/reference point noted at both bent segments"
    }
  ],
  "measurements": [
    {
      "label": "Span dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "between bent cap segments, both sides"
    },
    {
      "label": "Beam spacing (typ.)",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "beam centerline spacing, repeated multiple times"
    },
    {
      "label": "Beam spacing (typ., detail)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "detailed beam spacing dimension line"
    },
    {
      "label": "End overhang",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "end of bent cap to first beam centerline"
    },
    {
      "label": "End overhang (other side)",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "cap end dimension"
    },
    {
      "label": "End overhang (other side, alt)",
      "value": "6'-10 9/16\"",
      "unit": "ft-in",
      "appliesTo": "cap end dimension"
    },
    {
      "label": "Total cap length segment",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall length of bent cap plan segment (both Right and Left)"
    },
    {
      "label": "Dowel hole spacing",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "typ. spacing of dowel holes"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "typ. skew angle of bent, repeated multiple times"
    },
    {
      "label": "Bearing centerline offset",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "offset from BFPR to bearing centerline"
    },
    {
      "label": "Bearing centerline offset (alt)",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "offset dimension near bearing"
    },
    {
      "label": "Bearing spacing",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "spacing between bearing marks"
    },
    {
      "label": "Dowel hole edge dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "dimension to dowel hole location, both ends"
    },
    {
      "label": "Cap end width",
      "value": "3'-0 1/16\"",
      "unit": "ft-in",
      "appliesTo": "width at rounded end of bent cap"
    },
    {
      "label": "Station",
      "value": "STA. 17+19.65",
      "unit": "",
      "appliesTo": "Begin Bridge, B.F.P.R. Bent 1 (right side)"
    },
    {
      "label": "Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "reference station, right side"
    },
    {
      "label": "Station",
      "value": "STA. 17+26.35",
      "unit": "",
      "appliesTo": "reference station, left side"
    },
    {
      "label": "Project number",
      "value": "001918I",
      "unit": "",
      "appliesTo": "title block, P.J. NO."
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SR 21 EB = PGL",
    "SR 21 WB = PGL",
    "BEGIN BRIDGE B.F.P.R. BENT 1",
    "AHEAD"
  ],
  "labels": [
    "PLAN (BENT 1 RIGHT)",
    "PLAN (BENT 1 LEFT)",
    "GDOT",
    "P.J. NO.",
    "CL SR 21",
    "CL BRG.",
    "CL BEAM 1",
    "CL BEAM 2",
    "CL BEAM 3",
    "CL BEAM 4",
    "CL BEAM 5",
    "CL BEAM 6",
    "CL BEAM 7",
    "CL BEAM 8",
    "CL BEAM 9",
    "CL BEAM 10",
    "CL BEAM 11",
    "CL BEAM 12"
  ],
  "description": "This crop shows two plan views of Bent 1 bent cap for a bridge over SR 21 (right and left segments, split by the roadway alignment), detailing beam centerline spacing for Beams 1 through 12, bearing centerline locations, dowel hole details for a 1 1/2\" smooth dowel, and skew angle of approximately 81°-20'-05.0\". Stationing for the beginning of the bridge and the B.F.P.R. reference point at Bent 1 is called out, along with cross-references to Detail 1 and Detail 2 on Bridge Sheet 16. This is a fragment of the bent cap plan documenting bearing/dowel layout and beam spacing, not a complete bridge plan."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column/Pier (end)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at each end of structure, elevations EL.189.16/189.23 and EL.188.39/188.45"
    },
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "tapered, rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous longitudinal member spanning between end columns, with stepped top elevations"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (in elevation)",
      "material": "reinforced concrete (implied)",
      "count": 6,
      "note": "Vertical members below cap beam, shown with dashed centerlines, spaced at intervals"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-410",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #410, over each pile"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-412",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "2 bars, size #412"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1010",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #1010"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "typical, repeated at multiple locations"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at left end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at right end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "at equal spaces, left and right ends"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at equal spaces, typical each bay"
    }
  ],
  "measurements": [
    {
      "label": "EL.",
      "value": "189.16",
      "unit": "",
      "appliesTo": "left end column top, left side"
    },
    {
      "label": "EL.",
      "value": "189.23",
      "unit": "",
      "appliesTo": "left end column top, right side"
    },
    {
      "label": "EL.",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top near pile 1"
    },
    {
      "label": "EL.",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top near pile 2"
    },
    {
      "label": "EL.",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top near pile 3"
    },
    {
      "label": "EL.",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top near pile 4"
    },
    {
      "label": "EL.",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top near pile 5"
    },
    {
      "label": "EL.",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top near pile 6"
    },
    {
      "label": "EL.",
      "value": "183.75",
      "unit": "",
      "appliesTo": "bottom of cap beam, left end"
    },
    {
      "label": "EL.",
      "value": "182.98",
      "unit": "",
      "appliesTo": "bottom of cap beam, right end"
    },
    {
      "label": "EL.",
      "value": "188.39",
      "unit": "",
      "appliesTo": "right end column top, left side"
    },
    {
      "label": "EL.",
      "value": "188.45",
      "unit": "",
      "appliesTo": "right end column top, right side"
    },
    {
      "label": "Spacing",
      "value": "4-410 OVER EACH PILE",
      "unit": "",
      "appliesTo": "reinforcement over piles"
    },
    {
      "label": "Spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "spacing between reinforcement, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10\", TYP.",
      "unit": "in",
      "appliesTo": "typical spacing"
    },
    {
      "label": "Spacing",
      "value": "7-411 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "reinforcement spacing typical each bay"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost span segment"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "span segment (repeated 5 times)"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost span segment"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total length of structure shown"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "right end reinforcement"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "10\", TYP.",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES"
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a continuous concrete cap beam/bent structure supported by end columns and multiple intermediate piles, spanning approximately 44 feet. It documents the reinforcement bar callouts, pile spacing, and top/bottom elevations at each pile and end column, indicating typical structural detailing for a pier or bent cap in a bridge or culvert foundation system."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, slightly stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width of crop, with stepped top elevations shown along its length"
    },
    {
      "name": "Column/pedestal (end, left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.188.03/EL.188.10; sits at left end of cap"
    },
    {
      "name": "Column/pedestal (end, right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.189.00/EL.EL.189.11 (label appears duplicated as printed); sits at right end of cap"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (dashed, hidden)",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown dashed below cap at regular spacing, aligned with vertical stirrup groups"
    },
    {
      "name": "Vertical reinforcement/stirrup group",
      "tag": "2-415A",
      "shape": "rectangular bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Typical, repeated at each pile location per callout '2-415A, TYP.'"
    },
    {
      "name": "Vertical reinforcement group (left end)",
      "tag": "2-415B",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Vertical reinforcement group (right end)",
      "tag": "2-415C",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Top longitudinal reinforcement bar group",
      "tag": "4-410",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Called out 'OVER EACH PILE'"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "4-1010",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Shown along cap beam, pointing to sloped bottom line"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "2-412",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Located near top of cap beam"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "4-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 2,
      "note": "At each end, labeled '4-411 AT EQ. SPACES'"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "7-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Labeled '7-411 AT EQ. SPS. TYP. EA. BAY', located at center bay"
    },
    {
      "name": "Section cut marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section A-A marked at two locations along elevation"
    },
    {
      "name": "Section cut marker",
      "tag": "B",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section B-B marked at two locations along elevation"
    }
  ],
  "measurements": [
    {
      "label": "Top elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap beam top, left area"
    },
    {
      "label": "Top elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Bottom elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Bottom elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Top elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right end column top"
    },
    {
      "label": "Top elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right end column top (printed as EL. EL. 189.11)"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near left end pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near right end pile"
    },
    {
      "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": "bay span (repeated 5 times)"
    },
    {
      "label": "Bay 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 cap beam length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES",
    "2-415A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop is an elevation view of a reinforced concrete pile cap or bent cap beam supported on multiple piles, with end columns/pedestals at each end. It shows top-of-cap elevations at several points along its stepped/sloped upper surface, bottom elevations at the ends, pile locations (dashed) beneath the cap, and reinforcement bar callouts (2-412, 4-410, 4-1010, 2-415A/B/C, 4-411, 7-411) along with bay spacing dimensions and an overall length of 44'-1 1/16\". Section cut markers A-A and B-B are indicated at two locations along the beam for reference to corresponding cross sections."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Section B-B (with rebar detail) and in Section at End Bent and Wall (labeled CAP)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": "Corner/top bar in cap cross-section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Top bars shown with hooks into corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "Longitudinal bars in cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Vertical stirrup/tie bars extending down from cap, series designation"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two piles shown below cap in both sections, broken line indicates continuation"
    },
    {
      "name": "Wingwall/wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical wall element connected to cap via zigzag reinforcement pattern"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop the wall"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap"
    },
    {
      "label": "Clear cover",
      "value": "2\" MIN.",
      "unit": "in",
      "appliesTo": "top reinforcement clearance"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "cap depth, MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "TYP. dimension within cap"
    },
    {
      "label": "Side clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "reinforcement clearance"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "left half of cap width, from centerline"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "right half of cap width, from centerline"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Minimum distance",
      "value": "6'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "overall dimension from B.F.P.R. to wall in end bent section"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent section"
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "CAP depth in end bent section"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [],
  "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",
    "B.F.P.R."
  ],
  "description": "This crop shows two related structural sections: Section B-B, a detailed cross-section of a reinforced concrete cap/beam with rebar callouts (411, 2-412, 4-1010, 2-415 series) and clearance dimensions, and Section at End Bent and Wall, showing the same cap element in relation to an adjoining wall with coping, illustrating the connection geometry between an end bent cap and a wingwall/retaining wall. Both sections include piles shown schematically below the cap and are drawn at 3/4\" = 1'-0\" scale."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 1 RIGHT",
      "shape": "rectangular with rounded/tapered ends",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows beam bearing locations for beams 7-12; dowel holes and bearing details at each beam line."
    },
    {
      "name": "Bent cap",
      "tag": "BENT 1 LEFT",
      "shape": "rectangular with rounded/tapered ends",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows beam bearing locations for beams 1-6; dowel holes and bearing details at each beam line."
    },
    {
      "name": "Bearing",
      "tag": "BRG.",
      "shape": "rectangular (small plan symbol)",
      "material": "",
      "count": 12,
      "note": "Bearing centerlines shown at each beam location on both bent caps (6 per cap)."
    },
    {
      "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 cap ends per Detail 1."
    },
    {
      "name": "Beam",
      "tag": "BEAM 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Centerlines of beams shown as reference marks along both bent caps; beams themselves not shown, only centerline callouts."
    }
  ],
  "measurements": [
    {
      "label": "Span between bents",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between Bent 1 Right and centerline SR 21"
    },
    {
      "label": "Span between bents",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between centerline SR 21 and Bent 1 Left"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, typical"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, typical"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "at centerline SR 21"
    },
    {
      "label": "Cap edge dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right end"
    },
    {
      "label": "Cap edge dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left end"
    },
    {
      "label": "Cap end offset",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "Cap end offset",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "Beam spacing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, beam 8 area"
    },
    {
      "label": "Beam spacing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, beam 5 area"
    },
    {
      "label": "Dowel spacing",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "typical, both bents"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "repeated between beams 7-12 and 1-6"
    },
    {
      "label": "Beam centerline spacing (alt callout)",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "repeated between beams 7-12 and 1-6"
    },
    {
      "label": "End segment dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, both ends"
    },
    {
      "label": "End segment dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, both ends"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, beam 12 end"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, beam 6 end"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 3/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, beam 7 end"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 3/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, beam 1 end"
    },
    {
      "label": "Overall cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "Overall cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "Cap depth/width",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "Bent 1 Right and Bent 1 Left end shape"
    },
    {
      "label": "Cap end width",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Right and Bent 1 Left rounded end"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in (DIA.)",
      "appliesTo": "dowel hole detail"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in (DEEP)",
      "appliesTo": "dowel hole detail"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in (DIA.)",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "Bent 1 Right, near beam 8"
    },
    {
      "label": "Station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge, B.F.P.R. Bent 1"
    },
    {
      "label": "Station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "Bent 1 Left, near beam 5"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "SR 21 EB = PGL",
    "SR 21 WB = PGL",
    "BEGIN BRIDGE B.F.P.R. BENT 1",
    "B.F.P.R.",
    "℄ SR 21",
    "℄ BRG.",
    "AHEAD"
  ],
  "labels": [
    "GDOT",
    "P.I. NO. 0019181",
    "PLAN (BENT 1 RIGHT)",
    "PLAN (BENT 1 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"
  ],
  "description": "This crop shows two plan views of a skewed bridge bent cap (Bent 1 Right and Bent 1 Left), each supporting six beams (Beams 1-12 total across both), with detailed dimensions for beam spacing, dowel hole locations, bearing centerlines, and skew angle (81°-20'-05.0\"). Station callouts identify the begin-bridge point and centerline of SR 21, with references to detail sheets for dowel and end-block details. This is a structural plan detail for the substructure bent caps of a bridge, likely used for concrete and reinforcement quantity takeoff at the bent cap level."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap / pile cap beam",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width shown, with stepped top elevations along its length"
    },
    {
      "name": "end column/pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical elements at each end of the cap beam, taller than the cap, with top elevations EL.189.16/189.23 (left) and EL.188.39/188.45 (right)"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown below cap beam with dashed centerlines, spaced at 7'-7 1/16\" typical intervals, each with 10\" TYP. dimension at top"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-412",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near center of cap beam"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Labeled TYP., appears at multiple pile locations"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At left end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415C",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At right end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-410",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-410 OVER EACH PILE'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-411 AT EQ. SPACES' at both left and right ends"
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '7-411 AT EQ. SPS. TYP. EA. BAY' at center bay"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1010",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near second pile from left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.16",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "189.23",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top, near left"
    },
    {
      "label": "Elevation",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top, center"
    },
    {
      "label": "Elevation",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top, near right"
    },
    {
      "label": "Elevation",
      "value": "183.75",
      "unit": "",
      "appliesTo": "cap beam bottom/left end"
    },
    {
      "label": "Elevation",
      "value": "182.98",
      "unit": "",
      "appliesTo": "cap beam bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Horizontal spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "left end to first pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile spacing, repeated 5 times"
    },
    {
      "label": "Horizontal spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "last pile to right end"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Pile top offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile top dimension, typical"
    },
    {
      "label": "Bar count over pile",
      "value": "4-410",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "Bar count at ends",
      "value": "4-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, both ends"
    },
    {
      "label": "Bar count center bay",
      "value": "7-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, typical each bay"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a bent/pile cap beam supported on six piles, flanked by two taller end columns. The drawing records top-of-cap and column elevations at multiple points along the beam, pile spacing dimensions (7'-7 1/16\" typical, with end offsets of 2'-10 1/8\" and 3'-3 5/8\", totaling 44'-1 1/16\"), and reinforcing bar callouts (2-412, 2-415A/B/C, 4-410, 4-411, 7-411, 4-1010) for the cap beam and pile-cap connections. Section cut markers A and B are indicated at two locations along the cap."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap / pile cap",
      "tag": "",
      "shape": "rectangular, haunched/stepped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap beam spanning between end columns, top elevation steps down then up across its length, supported on piles"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap, with top elevations EL.188.03/188.10 (left) and EL.189.00/189.11 (right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Piles shown with dashed centerlines extending below cap at regular spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out near top of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Called out within cap body"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Typical, repeated along cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, appears at both ends of cap (4-411 AT EQ. SPACES)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "7-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, typical each bay, center of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-410",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Over each pile"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap top, near left"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap top, near right"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap bottom/left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, left"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, right"
    },
    {
      "label": "Horizontal dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent/pile cap supported on six piles and terminating in a column/pedestal at each end, with the top of the cap stepped/sloped and a series of spot elevations called out along its length. Reinforcement is identified by bar marks (2-412, 4-1010, 2-415A/B/C, 4-411, 7-411, 4-410) with spacing and quantity notes, and horizontal bay dimensions plus an overall length of 44'-1 1/16\" are given along the bottom. Section cut markers A and B are shown at two locations along the cap, indicating cross sections are referenced elsewhere."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in cross section (Section B-B) and in relation view (Section at End Bent and Wall), labeled 'CAP'"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Corner/outer bars in cap section, shown at four corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Top bars in cap section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Bars shown in middle of cap section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Vertical bars extending down from cap, likely pile/column dowels"
    },
    {
      "name": "Pile or column",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two circular bars/piles shown below cap in Section B-B and as vertical supports in end bent section"
    },
    {
      "name": "Wingwall / retaining wall",
      "tag": "",
      "shape": "rectangular, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Wall shown at right side of end bent section, with coping cap on top"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop wall, labeled COPING"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Clear cover top",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Cap height (min)",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Bar spacing typical",
      "value": "1'-0\" TYP.",
      "unit": "ft-in",
      "appliesTo": "Cap reinforcement, Section B-B"
    },
    {
      "label": "Clear cover 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Cap reinforcement, Section B-B"
    },
    {
      "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": "Overall min width",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Cap, Section at End Bent and Wall"
    },
    {
      "label": "Cap height min",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Cap, Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "B.F.P.R.",
    "6'-0\" MIN.",
    "2'-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",
    "B.F.P.R."
  ],
  "description": "This crop shows two structural cross-section details: 'Section B-B' depicting the reinforcing steel arrangement inside a bent cap (rectangular concrete section with corner bars, top bars, and dowel bars extending downward to circular pile/column elements), and 'Section at End Bent and Wall' showing the relationship between the cap, its downward dowels, and an adjacent wingwall with a coping cap, including minimum clearance and width dimensions. These details document reinforcement layout and geometric clearances for a bridge end bent cap and its connection to a wingwall."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 2 LEFT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows bearing lines, beam centerlines, and dowel bar hole locations for 6 beams"
    },
    {
      "name": "Bent cap",
      "tag": "BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Mirror layout of left bent cap, serving beams 7-12"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Centerline shown on bent cap plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "",
      "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 at each beam bearing location"
    },
    {
      "name": "Bearing",
      "tag": "C BEARING",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing centerline marked at ends of each bent cap"
    }
  ],
  "measurements": [
    {
      "label": "Overall length between beam 1 and beam 6 centerline group",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "Overall length between beam 7 and beam 12 centerline group",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT / RIGHT end bays"
    },
    {
      "label": "Interior beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "Interior beam spacing (alt notation)",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "cap end"
    },
    {
      "label": "End offset (right side)",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "cap end"
    },
    {
      "label": "Cap width dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap cross-section"
    },
    {
      "label": "Cap width dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap cross-section"
    },
    {
      "label": "Overall cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap width"
    },
    {
      "label": "Setback dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Dimension near bearing centerline",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bearing centerline offset"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "dowel bar hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "dowel bar hole"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent skew, typical"
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 LEFT centerline"
    },
    {
      "label": "Station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT centerline"
    },
    {
      "label": "Distance from centerline to PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB PGL"
    },
    {
      "label": "Distance from centerline to PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB PGL"
    },
    {
      "label": "P.I. Number",
      "value": "0019181",
      "unit": "",
      "appliesTo": "title block"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "81°-20'-05.0\", TYP."
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "PLAN (BENT 2 LEFT)",
    "PLAN (BENT 2 RIGHT)",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "C SR 21",
    "C BEARING",
    "C BENT",
    "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"
  ],
  "description": "This crop shows a plan view of Bent 2's cap, split into left and right halves (Bent 2 Left serving Beams 1-6, Bent 2 Right serving Beams 7-12), with beam centerlines, bearing centerlines, skew angle callouts, station markers, and dimensioned spacing between beams and dowel bar hole locations. The drawing documents the bent cap geometry, beam bearing layout, and dowel bar hole details for the bridge superstructure support at this bent line, referenced to the SR 21 profile grade lines (PGL) for both eastbound and westbound roadways."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2",
      "shape": "rectangular, slightly tapered top",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left bent cap shown in full elevation; right bent cap shown partially cropped at right edge of sheet"
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 1 labeled with section cut C"
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 2 shown; additional partial column visible on right side of crop"
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular/square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under left bent, another partially under right bent"
    },
    {
      "name": "pile",
      "tag": "HP12X53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in pile connection detail and general notes; not directly drawn in elevation view"
    },
    {
      "name": "reinforcement bar",
      "tag": "620/621",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical column bars, various spacing callouts (14-620 AT 6\" MAX, 9-620 AT 12\" MAX, 7-620 AT 12\" MAX, etc.)"
    },
    {
      "name": "reinforcement bar",
      "tag": "521/522",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Cap top/bottom bars (12-521, 25-521, 14-522 DBL)"
    },
    {
      "name": "reinforcement bar",
      "tag": "1121/1121A/1120 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Column longitudinal/tie bars; note 3 states extend bars 1121A 3'-6\" into cap"
    },
    {
      "name": "reinforcement bar",
      "tag": "420/920",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Footing bars, 12-420 AT EQ.SPS. and 16-920 AT EQ.SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "422",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Bar 422 not shown per note 2"
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical coupler location noted, see Special Provision 511"
    },
    {
      "name": "pile connection detail",
      "tag": "",
      "shape": "H-section pile with #8 bar hoops",
      "material": "structural steel / reinforced steel",
      "count": 1,
      "note": "Detail showing H-pile with 2\" diameter holes, #8 bar bent at 30°, no scale"
    }
  ],
  "measurements": [
    {
      "label": "Bent cap top elevation",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Cap length",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap top reinforcement spacing"
    },
    {
      "label": "Bar spacing",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Bar spacing",
      "value": "2-520",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap, MIN"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Column tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "column ties, 12-521"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "14-522 DBL bars"
    },
    {
      "label": "Bar spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap bottom bars"
    },
    {
      "label": "Length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap span between columns"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end overhang, both sides"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge clearance"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bar spacing offset"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bar spacing"
    },
    {
      "label": "Column height dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column upper segment"
    },
    {
      "label": "Column height dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top segment"
    },
    {
      "label": "Column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column mid segment, Column 2"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location (second)"
    },
    {
      "label": "Footing elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "footing top, TYP."
    },
    {
      "label": "Footing bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "footing, CL. TYP."
    },
    {
      "label": "Footing size",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing, SQUARE TYP."
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing, TYP."
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "footing edge TYP."
    },
    {
      "label": "Footing bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "Column 1/2"
    },
    {
      "label": "Column bar series",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Right bent cap elevation",
      "value": "186.42",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (BK)"
    },
    {
      "label": "Right bent cap elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (AH)"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.84",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.68",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "right bent column, 12-521"
    },
    {
      "label": "Right bent dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "right bent cap overhang"
    },
    {
      "label": "Right bent bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "right bent column"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail, both sides"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 bar bend"
    },
    {
      "label": "Pile connection dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "Pile connection dimension",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "Pile connection dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail spacing"
    },
    {
      "label": "Bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 bar"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT., Class AA Concrete"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT., Class AA Concrete"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT., Bar Reinf Steel"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT., Bar Reinf Steel"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "ft",
      "appliesTo": "Bent 2L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "ft",
      "appliesTo": "Bent 2R piles"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE: 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": [
    "NOTES:",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "PLAN DRIVING OBJECTIVE",
    "aruna sastry",
    "5/31/2025",
    "11:15:44 AM"
  ],
  "description": "This crop shows an elevation view of Bridge Bent 2 (left looking ahead), including the bent cap, two columns (Column 1 and Column 2), and a square spread footing, fully dimensioned with top-of-cap and bottom-of-cap elevations, reinforcement bar marks and spacing, and construction joint/coupler notes. A partial view of a second bent (right side) is also visible at the right edge of the sheet. The sheet also includes a Pile Connection Detail (H-pile with #8 bar hoop, no scale) and a Substructure Quantities table listing concrete and reinforcing steel quantities for Bent 2 Left and Right, along with pile design/driving criteria notes."
}

{
  "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": "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)."
}

{
  "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": "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": "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": "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": "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": "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": "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": "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."
}