Construction Joint

{
  "view": "Detail",
  "objects": [
    {
      "name": "B.F.P.R. or construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Shown crossing the main slab reinforcement at a skew."
    },
    {
      "name": "Main slab reinforcement",
      "tag": "",
      "shape": "bent reinforcing bars",
      "material": "",
      "count": null,
      "note": "Bars are shown bent at the skewed joint."
    },
    {
      "name": "Reinforcing bar",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": "Callout points to a bar bent at the joint."
    }
  ],
  "measurements": [
    {
      "label": "Clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "B.F.P.R. or construction joint"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "℄ BRIDGE",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. It illustrates reinforcement bent at the joint, including the *500B bar, with a 2-inch clearance callout and associated Georgia DOT placement note."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 5,
      "note": "Bars are shown bent at the skewed joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "skewed line",
      "material": "",
      "count": 1,
      "note": "Identified as B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars"
    },
    {
      "label": "partial dimension",
      "value": "3/4",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "2\" CL.",
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "AT B.F.P.R. OR CONST. JOINT",
    "℄ BRIDGE",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "LOW SEAL (partial)"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five bent bars identified by the *500B callout are depicted with a 2-inch clear dimension at the joint."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru slab."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1–CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beams are shown in cross section."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At 6 1/2 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces, typ."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typ."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Full length of bridge, typ."
    }
  ],
  "measurements": [
    {
      "label": "Dimension D, interior beams",
      "value": "8 3/4\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Dimension D, exterior beams",
      "value": "9 5/8\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overall width, out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "14'-2 1/2\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 1/2\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "Cover",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Barrier / overhang thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Construction-joint offset",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "construction joint"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Beam-end offset",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam-end spacing",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "3'-0 1/2\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Dimension, partial lower-right view",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "“D” = 8 3/4\" INTERIOR BEAMS",
    "“D” = 9 5/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6 1/2\"",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "CL SR 21/MILLEN…",
    "= CL CONSTRUCT…",
    "= CL SYMMETRY",
    "SEC…"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with slab reinforcement, edge barriers, and deck geometry dimensions. It also includes notes governing dimension D, slab thickness, construction joints, and a triangular drip bead; a separate lower-right view is only partially visible."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall and section at endwall."
    },
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": null,
      "note": "Top surface shown at 2% slope."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "vertical tapered barrier",
      "material": "",
      "count": null,
      "note": "Barrier and slab are shown in fence and endwall details."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed",
      "count": null,
      "note": "Shown at endwall and around pad."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "strip",
      "material": "foam",
      "count": null,
      "note": "Shown around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": null,
      "note": "Required construction joint parallel with deck, typical."
    },
    {
      "name": "prestressed concrete beams",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple beams are shown beneath the deck; individual count is not clear."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partially shown in the section at endwall."
    },
    {
      "name": "chain link security fence",
      "tag": "",
      "shape": "mesh panel",
      "material": "9 gage zinc coated",
      "count": null,
      "note": "Fence detail shown on barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Post vertical, zinc coated."
    },
    {
      "name": "pull post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Labeled 2 7/8” pull post."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "At construction joint."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Fence rails shown at top, intermediate, and bottom."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal pipe",
      "material": "zinc coated",
      "count": null,
      "note": "At end or pull post."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat bar",
      "material": "zinc coated",
      "count": null,
      "note": "Shown at fence end/pull post."
    },
    {
      "name": "tension bar bands",
      "tag": "",
      "shape": "band",
      "material": "",
      "count": null,
      "note": "Spaced at 12” O.C. maximum."
    },
    {
      "name": "galvanized pipe sleeve",
      "tag": "",
      "shape": "circular sleeve",
      "material": "galvanized",
      "count": null,
      "note": "4” diameter standard-weight pipe sleeve cast in parapet/barrier."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown in section through endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown at 18” ± in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Shown at 18” ±, alternate, to give 9” spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-505",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": "Shown in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Shown in section at endwall."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-504B",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "At 12” ± between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-504A",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Callout is partial: “AT END OF B…”."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-401",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": "Shown in section at endwall."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "6’-8”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-1”",
      "unit": "",
      "appliesTo": "section thru endwall"
    },
    {
      "label": "endwall height",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge deck slab"
    },
    {
      "label": "gap minimum",
      "value": "1”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall length",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall length",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "foam joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    },
    {
      "label": "tension bar band spacing maximum",
      "value": "12”",
      "unit": "O.C. MAX.",
      "appliesTo": "tension bar bands"
    },
    {
      "label": "pipe diameter",
      "value": "5/8”",
      "unit": "DIA.",
      "appliesTo": "fence rail"
    },
    {
      "label": "pipe diameter",
      "value": "2 7/8”",
      "unit": "DIA.",
      "appliesTo": "fence post"
    },
    {
      "label": "pull post diameter",
      "value": "2 7/8”",
      "unit": "",
      "appliesTo": "pull post"
    },
    {
      "label": "post offset",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "post embedment",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "rail bend radius",
      "value": "2’-6”",
      "unit": "R",
      "appliesTo": "fence rail"
    },
    {
      "label": "rail bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence rail"
    },
    {
      "label": "horizontal dimension",
      "value": "10 1/4”",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "fence height",
      "value": "5’-1”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "fence height",
      "value": "4’-7”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "overall height",
      "value": "10’-4”",
      "unit": "",
      "appliesTo": "fence detail"
    },
    {
      "label": "pipe diameter",
      "value": "2 7/8”",
      "unit": "DIA.",
      "appliesTo": "fence post"
    },
    {
      "label": "fence length",
      "value": "7’-0”",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4”",
      "unit": "DIA.",
      "appliesTo": "galvanized pipe sleeve"
    },
    {
      "label": "sleeve embedment",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "galvanized pipe sleeve"
    },
    {
      "label": "barrier height",
      "value": "3’-6”",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "R",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "clearance",
      "value": "2”",
      "unit": "CL. 3 SIDES",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "reinforcement spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "drawing scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "section at endwall"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1” GAP, MIN.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE 7 DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4” DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14”.",
    "6. SPACE POSTS AT A MINIMUM OF 7’-0” AND A MAXIMUM OF 10’-0”. PLACE POSTS 1’-0” MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "ZINC COATED FENCE",
    "TENSION BAR ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR"
  ],
  "description": "This crop contains a section through an endwall, including the deck, endwall, beams, joint fillers, and selected reinforcement. It also shows zinc-coated chain-link fence details on a barrier, fence notes, and a partial section at endwall for End Bent 1 and similar End Bent 4."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU SLAB and SECTION THRU DIAPHRAGM."
    },
    {
      "name": "bridge beams",
      "tag": "℄ BEAM 1–6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified in the slab section."
    },
    {
      "name": "edge barriers",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each exterior edge of the slab."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Shown at the right exterior edge; called required parallel with deck."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called full length of bridge, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "At 6¾″."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B and C",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "30-400B and C spaced as shown; additional 6-400B and C and 13-400B and C callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Two 2-507B callouts are shown in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "round bar",
      "material": "",
      "count": null,
      "note": "1″ diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "D, interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "D, exterior beams",
      "value": "9¼″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "out to out width",
      "value": "43′-7″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "22′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter width",
      "value": "40′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "34′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width",
      "value": "6′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1½″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab/overhang depth",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3′-0″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "spacing",
      "value": "3″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "exterior offset",
      "value": "4⅜″",
      "unit": "",
      "appliesTo": "bridge beams"
    },
    {
      "label": "beam 1 to beam 2 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 2 to beam 3 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 3 to beam 4 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 4 to beam 5 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "beam 5 to beam 6 spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "exterior beam spacing",
      "value": "3′-0½″",
      "unit": "",
      "appliesTo": "℄ BEAM 1–6"
    },
    {
      "label": "triangular drip bead",
      "value": "¾″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip bead offset",
      "value": "3″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "reinforcement quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "13",
      "unit": "",
      "appliesTo": "400B and C"
    },
    {
      "label": "reinforcement quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "spacing/end dimension",
      "value": "5″",
      "unit": "",
      "appliesTo": "403B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507B"
    },
    {
      "label": "reinforcement quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9¼″ EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "501 UNDER EVERY 500A",
    "6-400B AND C AT EQ. SPS.",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "7-403B AT EQUAL SPACES",
    "1″ DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "The crop contains a transverse SECTION THRU SLAB for a six-beam bridge deck, with exterior barriers, beam spacing, slab reinforcement, a construction joint, and drip bead detail. A lower SECTION THRU DIAPHRAGM shows the beam profiles and reinforcement callouts through the diaphragm region."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam / concrete member portions",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 2,
      "note": "Two portions are shown separated by the required construction joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Marked at centerline as required construction joint."
    },
    {
      "name": "preformed joint filler",
      "tag": "*",
      "shape": "vertical rectangular strip",
      "material": "",
      "count": 1,
      "note": "Shown between the concrete member portions."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18 inch spacing."
    },
    {
      "name": "reinforcement bars",
      "tag": "800",
      "shape": "bent bars",
      "material": "",
      "count": 2,
      "note": "Callout reads 2-800."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "\"",
      "appliesTo": "506A"
    },
    {
      "label": "clearance",
      "value": "4\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "clearance, 3 sides",
      "value": "1½\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "\"",
      "appliesTo": "*"
    },
    {
      "label": "partial horizontal dimension",
      "value": "2\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "partial vertical dimension",
      "value": "3'-0\"",
      "unit": "\"",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "℄ REQ’D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a section through an edge beam at a required construction joint. It shows the joint filler, depicted reinforcement bars and cover dimensions; bearing pads and slab reinforcement are specifically noted as not shown. Bent 2 is shown, with Bent 3 noted as similar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "keyed joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint, typical."
    },
    {
      "name": "silicone sealant",
      "tag": "",
      "shape": "",
      "material": "silicone",
      "count": 1,
      "note": ""
    },
    {
      "name": "joint sealer",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Type B, C or D."
    }
  ],
  "measurements": [
    {
      "label": "",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "joint detail"
    },
    {
      "label": "",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "joint detail"
    },
    {
      "label": "",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "ROUND TO",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM SPAN 2"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "SILICONE SEALANT",
    "TYPE JOINT SEALER",
    "(TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "SCALE: 3/4\" = 1'-0\"",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop shows Detail \"A\", a sectional detail through the Span 2 diaphragm. It depicts a required typical construction joint between slab portions, with silicone sealant, type joint sealer, and a rounded joint edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint at center of section."
    },
    {
      "name": "preformed joint filler",
      "tag": "*",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1-inch preformed joint filler."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18-inch spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bar spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "2-800"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "clear dimension, 3 sides",
      "value": "1½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "vertical dimension",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ’D. CONST. JOINT",
    "*1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SCALE: ¾” = 1’-0”"
  ],
  "description": "This crop is a section through an edge beam at a required construction joint. It shows the deck slab and edge beam geometry, joint filler, and reinforcing-bar callouts; bearing pads and slab reinforcement are specifically noted as not shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section with recessed joint edge",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint, typical."
    },
    {
      "name": "silicone sealant",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone",
      "count": 1,
      "note": "Type joint sealer (Type B, C or D)."
    }
  ],
  "measurements": [
    {
      "label": "joint recess depth",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "silicone sealant"
    },
    {
      "label": "joint recess width",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "silicone sealant"
    },
    {
      "label": "joint width",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "round",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop shows Detail \"A\", a section through the diaphragm at Span 2. It documents a typical required construction joint between slab portions, including a recessed silicone sealant joint configuration."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long cap shown across Columns 1 and 2; end portions continue/crop at both sides."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown under each column; Column 2 footing is shown with 11'-6\" square typical dimension."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Piles are shown beneath the footings; pile connection detail identifies H-PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "44-421 AT EQ. SPS. in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "2-520 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1122 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1123 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 620 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 621 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-521 and 25-521 bar callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "",
      "material": "",
      "count": null,
      "note": "14-522 DBL callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1121 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1120",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1120 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "12-420 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "",
      "material": "",
      "count": 16,
      "note": "16-920 AT EQ. SPS. in footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Pile connection detail; #8 BAR, TYP."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Mechanical coupler, typical; see special provision 511."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Required construction joint at contractor's option."
    },
    {
      "name": "pile connection",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Detail shows reinforcing bars connected above an H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap reinforcement spacing",
      "value": "AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "bar quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "bar quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "bar size",
      "value": "#8",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar extension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "maximum factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "NOTES:",
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "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."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "I2-I121 SERIES",
    "I2-I120 SERIES",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop shows an elevation of Bent 2, left looking ahead, with a long bent cap supported by Columns 1 and 2 and their footings/piles. It includes reinforcement callouts, cap and footing dimensions/elevations, a required construction-joint note, and a pile connection detail. Portions of the bent extend beyond the left and right crop boundaries."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top member shown over Columns 1 and 2; right end continues into partial adjacent view."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Footing at Column 1 and typical footing detail at Column 2."
    },
    {
      "name": "H-pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Shown beneath footings and in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "I4-620, I4-621, 9-620, 9-621, 7-620, 7-621, I2-420, I2-521, I2-522 DBL, I2-1121 SERIES, I2-1120 SERIES, I6-920, 8-I122, 8-I123, 2-520, #8 BAR",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts shown in cap, columns, footings, and pile connection detail."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout at Column 1; typ."
    },
    {
      "name": "construction joint",
      "tag": "CONST. JT.",
      "shape": "horizontal joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint shown at footing/cap detail."
    },
    {
      "name": "pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 2,
      "note": "Pile connection detail shows bent bars at H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-10\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "typical dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical footing size",
      "value": "11'-6\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical pile projection/depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "partial adjacent column"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "partial adjacent column"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "* 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."
  ],
  "labels": [
    "NOTES:",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "I2-1121 SERIES",
    "I2-1120 SERIES",
    "SECTION A",
    "SECTION B",
    "SECTION C"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead, including the bent cap, Columns 1 and 2, column reinforcement callouts, and footing/pile support details. A pile connection detail and a typical footing/required construction-joint detail are shown at the lower right; a partial adjacent elevation is visible at the far right."
}

{
  "view": "Unclear",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT / BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in plan and elevation."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Centerlines are indicated."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "EL. 151.00, TYP. is called out at footings."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Pile connection detail is shown; pile quantities are indicated by 18-930 AT EQ. SPS. on the left bent elevation."
    },
    {
      "name": "Pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "TYP.; SEE SPECIAL PROVISION."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is indicated at the column/footing region."
    },
    {
      "name": "Reinforcement bars",
      "tag": "431, 530, 531, 532, 630, 631, 930, 131, 131A, 132, 133",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Bar marks and spacing are shown for caps, columns, and footings."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap length between indicated column regions",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Column reinforcing",
      "value": "12-531",
      "unit": "",
      "appliesTo": "COLUMN 1 / COLUMN 2"
    },
    {
      "label": "Column reinforcing",
      "value": "12-131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Column reinforcing",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2 / COLUMN 3"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column width",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column top and bottom offsets",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing plan dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing reinforcing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing pile reinforcing",
      "value": "18-930",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail hole size",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.47 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Pile factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS."
  ],
  "labels": [
    "PLAN (BENT 3 LEFT)",
    "PLAN (BENT 3 RIGHT)",
    "ELEVATION (BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION (BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "A",
    "B",
    "SECTION A-A",
    "SECTION B-B",
    "INTERMEDIATE BENT 3",
    "BRIDGE NO. 1 LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop is an intermediate bent detail sheet showing plan views for Bent 3 Left and Bent 3 Right, together with their elevations. It documents bent caps, Columns 1 through 4, footings, H-pile connections, reinforcing bar marks, elevations, and a pile connection detail."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation at left."
    },
    {
      "name": "Bent cap",
      "tag": "BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation at right."
    },
    {
      "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": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "EL. 151.00, TYP."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": 8,
      "note": "Pile connection detail shown; pile quantity is based on visible footing pile symbols."
    },
    {
      "name": "Pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in PILE CONNECTION DETAIL."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Construction-joint locations are indicated in the elevation."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing-bar spacing",
      "value": "44-43I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.43 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "8-I132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-53I",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar spacing",
      "value": "6 SPS AT 1'-5\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "25-53I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-I131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout",
      "value": "12-I130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "Column reinforcement"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "14-63I AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "9-63I AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "7-63I AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "COLUMN 1 footing"
    },
    {
      "label": "Bar callout and spacing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "COLUMN 1 footing"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Dimension",
      "value": "4'-9\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Cap reinforcing-bar spacing",
      "value": "44-43I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "8-I132",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-53I",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar spacing",
      "value": "6 SPS AT 1'-5\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "25-53I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-I131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Bar callout",
      "value": "12-I130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Diameter",
      "value": "⅞\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile axial load",
      "value": "220 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.",
    "ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 LEFT)",
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3"
  ],
  "description": "This crop shows plan and elevation details for Intermediate Bent 3, divided into BENT 3 LEFT and BENT 3 RIGHT, with columns 1 through 4 and their individual footings. It also includes cap and column reinforcing callouts, footing pile symbols, construction-joint information, and a pile connection detail for H-piles."
}