Column

{
  "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": "Reinforced concrete member (rectangular section, possibly pier/column cap)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in section with a narrower rectangular stem/shaft below, on centerline, suggesting a column or pedestal cross-section."
    },
    {
      "name": "Corner/longitudinal reinforcement bar",
      "tag": "410",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located at the four corners of the rectangular section, with diagonal leader lines."
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-412",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Located near top center of section, inside the 4-10 corner bars."
    },
    {
      "name": "Reinforcement bar (interior/tie)",
      "tag": "4-1010",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located along top of section between corner bars, per leader label."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top)"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top, left half)"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top, right half)"
    },
    {
      "label": "Minimum clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "top cover, labeled 2\" MIN. CL."
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "overall section depth, labeled 2'-0\" MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "vertical spacing between bar rows, labeled 1'-0\" TYP."
    },
    {
      "label": "Clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "side cover, labeled 2\" CL. 3 SIDES"
    },
    {
      "label": "Bottom half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "stem/shaft width (bottom, left half)"
    },
    {
      "label": "Bottom half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "stem/shaft width (bottom, right half)"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "410",
    "2-412",
    "4-1010",
    "aruna sastry"
  ],
  "description": "This crop shows a cross-sectional detail labeled 'SECTION A-A' at 3/4\"=1'-0\" scale, depicting a reinforced concrete rectangular member (likely a pier cap or column head) with a narrower rectangular stem below along the centerline. Reinforcement is called out with bar marks 410 (corner bars), 2-412 (top bars), and 4-1010 (additional top bars), along with cover and spacing dimensions (2\" min. clearance, 2'-0\" min. depth, 1'-0\" typical spacing, 2\" clearance on three sides). The drawing is a detail section documenting reinforcement layout and minimum concrete cover requirements for this structural element."
}

{
  "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": "Section",
  "objects": [
    {
      "name": "concrete column/pedestal (rectangular capital)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Outer rectangular section shown, appears to be a footing/cap or column head with reduced-width stem below"
    },
    {
      "name": "column/pier stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Narrower rectangular element extending below the main section, shown in dashed/break line indicating continuation"
    },
    {
      "name": "corner reinforcement bar",
      "tag": "410",
      "shape": "bent bar, diagonal corner bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Shown at each of the four corners with arrows indicating placement"
    },
    {
      "name": "top reinforcement bar (pair)",
      "tag": "2-412",
      "shape": "straight bar",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Located near top of section, inboard of corner bars"
    },
    {
      "name": "horizontal/tie reinforcement bar",
      "tag": "4-1010",
      "shape": "straight bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located along right side, spaced at 1'-0\" typical"
    }
  ],
  "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": "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": "minimum clear cover (top)",
      "value": "2",
      "unit": "in",
      "appliesTo": "top reinforcement"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A, min depth"
    },
    {
      "label": "typical bar spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "4-1010 bars, typical spacing"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2",
      "unit": "in",
      "appliesTo": "reinforcement, 3 sides"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "labels": [
    "SECTION A-A",
    "410",
    "2-412",
    "4-1010",
    "aruna sastry"
  ],
  "description": "This crop shows a single reinforced concrete cross section labeled 'SECTION A-A', likely of a pier, column capital, or pedestal, with reinforcement bar callouts (410, 2-412, 4-1010) and clear cover/dimension notes. The section depicts an outer rectangular concrete profile with a narrower stem continuing below (broken line implying it continues past the crop), overall width 3'-0\" and minimum depth 2'-0\". No plan, elevation, or broader structural context is included in this crop, so the full extent of the member (pier, footing, or column) cannot be determined."
}

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

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

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

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

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

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

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

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

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

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