GDOT17

{
  "view": "Plan",
  "objects": [],
  "measurements": [],
  "notes": [
    "SR 21/MILLEN BYPASS",
    "= CONSTRUCTION",
    "= SYMMETRY"
  ],
  "labels": [
    "SR 21/MILLEN BYPASS"
  ],
  "description": "Plan-like crop showing a dashed vertical centerline with two horizontal arrows approaching it. To the right is a callout block with the text 'SR 21/MILLEN BYPASS' and notes indicating 'CONSTRUCTION' and 'SYMMETRY'."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "block/abutment",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "top of slab supporting reinforcement bars"
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "rectangular with pedestal",
      "material": "reinforced concrete",
      "count": 2,
      "note": "intermediate bent(s)"
    },
    {
      "name": "top reinforcement bars",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
    }
  ],
  "measurements": [
    {
      "label": "58-600 spacing note",
      "value": "58-600",
      "unit": "",
      "appliesTo": "top reinforcement bars"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "longitudinal section of a bridge deck over intermediate bents with an abutment on the left. Shows top-of-slab reinforcement bars arranged along the length; callout indicates 58-600 spacing with two bars between each pair of 400 bars over the intermediate bents."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Reinforcement cage (in beam)",
      "tag": "",
      "shape": "rectangular with internal lattice",
      "material": "reinforcing steel",
      "count": 1,
      "note": "central reinforcement assembly"
    },
    {
      "name": "2-507A",
      "tag": "2-507A",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": 2,
      "note": "top and bottom bars within cage"
    },
    {
      "name": "4-402A",
      "tag": "4-402A",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "403A Plain Bar",
      "tag": "403A",
      "shape": "circular",
      "material": "reinforcing steel",
      "count": 1,
      "note": "I DIA. PLAIN BAR"
    }
  ],
  "measurements": [
    {
      "label": "2'-4\\\"",
      "value": "2'-4\\\"",
      "unit": "ft-in",
      "appliesTo": "overall height"
    },
    {
      "label": "2\\\"",
      "value": "2\\\"",
      "unit": "in",
      "appliesTo": "left top dimension"
    },
    {
      "label": "10\\\" CONC. DIAPH.",
      "value": "10\\\"",
      "unit": "in",
      "appliesTo": "diaphragm thickness"
    },
    {
      "label": "1/2\\\" CL. TYP.",
      "value": "1/2\\\"",
      "unit": "in",
      "appliesTo": "centerline spacing (typ)"
    }
  ],
  "notes": [
    "TOP OF BEAM"
  ],
  "labels": [
    "TOP OF BEAM",
    "10\\\" CONC. DIAPH.",
    "1/2\\\" CL. TYP.",
    "I DIA. PLAIN BAR"
  ],
  "description": "Detail view of a concrete beam section showing reinforcement layout: a central reinforcement cage containing 2-507A and 4-402A bars, plus a 403A plain bar. The top of beam callout and a 10 inch thick concrete diaphragm are shown, with a 2'-4\" overall height and centerline spacing indicated."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "section through slab"
    },
    {
      "name": "parapet",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "left and right parapets"
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "bents/pier supports along bottom"
    },
    {
      "name": "reinforcement bar",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": 1,
      "note": "1\" diameter plain bar"
    },
    {
      "name": "reinforcement bars",
      "tag": "7-403A",
      "shape": "circular",
      "material": "steel",
      "count": 7,
      "note": "7 bars at equal spaces"
    },
    {
      "name": "reinforcement bars",
      "tag": "4-402A",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-507A",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "two occurrences in view"
    }
  ],
  "measurements": [
    {
      "label": "left end spacing",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "7-403A"
    },
    {
      "label": "right end spacing",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "7-403A"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "percent",
      "appliesTo": "slab"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION THRU SLAB",
    "SR 2I WB = PGL",
    "FENCE NOT SHOWN, TYP."
  ],
  "description": "Cross-section through a slab showing end parapets, piers/bents, and reinforcement detailing with bars 7-403A, 4-402A, 2-507A and a 1\" plain bar; end spacings of 5 in and a 2% slope."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "longitudinal section of deck"
    },
    {
      "name": "I-beam",
      "tag": "I-509",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-beam",
      "tag": "I-508",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-beam",
      "tag": "I-802",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-beam",
      "tag": "I-801",
      "shape": "I-section",
      "material": "structural steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "bearing pedestal",
      "tag": "",
      "shape": "trapezoidal",
      "material": "concrete",
      "count": 5,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2\"",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2\" at equal spaces",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "equal spacing between features"
    },
    {
      "label": "2%",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slope"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL"
  ],
  "description": "Longitudinal section through a bridge deck showing deck slab, edge beam, and multiple I-beams supported on bearing pedestals; includes typical notes on bearing pads, fence, and edge beam alignment."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "3'-0\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-6\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam",
      "count": 1,
      "note": "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP."
    },
    {
      "name": "BARRIER",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "SLAB"
    },
    {
      "name": "PULL POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "2 7/8\" PULL POST"
    },
    {
      "name": "END POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "END POST"
    },
    {
      "name": "FENCE",
      "tag": "",
      "shape": "mesh",
      "material": "galvanized steel",
      "count": 1,
      "note": "ZINC COATED FENCE"
    },
    {
      "name": "POST VERT.",
      "tag": "",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": "VERTICAL POST ZINC COATED"
    },
    {
      "name": "CONSTR. JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "CONSTR. JOINT"
    }
  ],
  "measurements": [
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "top dimension"
    },
    {
      "label": "6'-8\"",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "top right dimension"
    },
    {
      "label": "3'-0\" ENDWALL",
      "value": "3'-0\" ENDWALL",
      "unit": "",
      "appliesTo": "left endwall"
    },
    {
      "label": "1'-6\" ENDWALL",
      "value": "1'-6\" ENDWALL",
      "unit": "",
      "appliesTo": "middle endwall"
    },
    {
      "label": "2% slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "section slope"
    }
  ],
  "notes": [
    "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 FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES."
  ],
  "labels": [
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop is a Section through an endwall and associated barrier assembly, showing endwalls at multiple locations, a barrier, posts, tension bars, a zinc-coated fence, and the adjacent concrete slab. It includes notes on joint fillers and fence installation as part of the endwall detail."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "rectangular barrier panel",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular post",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Tapers to 0\" at end post"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "concrete",
      "count": 2,
      "note": "3/4\" triangular drip bead, full length of bridge both sides"
    },
    {
      "name": "Reinforcement bars",
      "tag": "12-502",
      "shape": "circular (rebars) within barrier",
      "material": "steel",
      "count": null,
      "note": "12-502 in barrier; see deck plan for letter designation"
    }
  ],
  "measurements": [
    {
      "label": "LAP between 503A and 503B bars",
      "value": "2'-2\"",
      "unit": "ft/in",
      "appliesTo": "bars lap"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft/in",
      "appliesTo": "barrier height"
    },
    {
      "label": "Top width segment",
      "value": "1'-9 1/2\"",
      "unit": "ft/in",
      "appliesTo": "top width"
    },
    {
      "label": "Left offset (end post area)",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "left offset"
    },
    {
      "label": "Right offset",
      "value": "1'-0\"",
      "unit": "ft/in",
      "appliesTo": "right offset"
    },
    {
      "label": "Centerline interior",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "inner centerline"
    },
    {
      "label": "Centerline exterior",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "outer centerline"
    },
    {
      "label": "Two-sided centerline",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "two sides"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\""
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "Detail view of a reinforced concrete barrier with end post, drip bead, and internal reinforcement bars (12-502). Includes notes on bar lap and typical fence not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "End Bent",
      "tag": "END BENT 1",
      "shape": "rectangular with bend",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement",
      "tag": "2-504A",
      "shape": "rectangular",
      "material": "reinforcement",
      "count": null,
      "note": "AT END OF BEAM"
    },
    {
      "name": "Reinforcement",
      "tag": "8-504B",
      "shape": "rectangular",
      "material": "reinforcement",
      "count": null,
      "note": "AT BETWEEN BEAMS"
    },
    {
      "name": "Reinforcement",
      "tag": "4-900",
      "shape": "rectangular",
      "material": "reinforcement",
      "count": null,
      "note": ""
    },
    {
      "name": "1/2 inch Preformed Joint Filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Top dimension segment",
      "value": "12",
      "unit": "in",
      "appliesTo": "Top horizontal"
    },
    {
      "label": "Top dimension segment",
      "value": "1'-6\"",
      "unit": "in",
      "appliesTo": "Top horizontal"
    },
    {
      "label": "Top dimension segment",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Top horizontal"
    },
    {
      "label": "Vertical dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "Left side"
    },
    {
      "label": "Vertical dimension",
      "value": "9",
      "unit": "in",
      "appliesTo": "Left side"
    },
    {
      "label": "Vertical dimension",
      "value": "12",
      "unit": "in",
      "appliesTo": "Left side"
    },
    {
      "label": "Corner radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "Corner"
    },
    {
      "label": "Clearance min.",
      "value": "3 1/2\"",
      "unit": "in",
      "appliesTo": "Clearance"
    }
  ],
  "notes": [
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING PAD NOT SHOWN",
    "1/2\" PREFORMED JOINT FILLER",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR"
  ],
  "description": "Detail section view of the end wall (Section at Endwall) showing end bent 1, adjacent reinforcement callouts, and a 1/2 inch preformed joint filler. Notes indicate waterproofing reference and that slab reinforcement and bearing pad are not shown."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Seal",
      "tag": "",
      "shape": "circular",
      "material": "printed seal (engineer stamp)",
      "count": 1,
      "note": "GEORGIA REGISTERED ENGINEER SEAL"
    }
  ],
  "measurements": [
    {
      "label": "DRAWING NO.",
      "value": "35-0008",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "BRIDGE SHEET",
      "value": "8",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "SHEET OF",
      "value": "8 OF 21",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "DATE",
      "value": "APRIL 2025",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "FILE",
      "value": "0019181_0008.dgn",
      "unit": "",
      "appliesTo": "title block"
    }
  ],
  "notes": [
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "DESIGN GROUP JBK"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK SECTION - SPANS I AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0008",
    "BRIDGE SHEET 8 OF 21",
    "SCALE: 3/8\" = 1'0\" (UNLESS OTHERWISE NOTED) APRIL 2025",
    "0019181_0008.dgn"
  ],
  "description": "Title block for a Georgia DOT bridge sheet. It includes the project title area, the firm’s name, the department, drawing number, sheet number, scale and date, and a circular engineer seal."
}

{
  "view": "Detail",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3 3/4\\\" = 1'-0\\\"",
      "unit": "scale",
      "appliesTo": ""
    }
  ],
  "notes": [
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE."
  ],
  "labels": [
    "FENCE POST DETAIL"
  ],
  "description": "Detail crop showing the Fence Post Detail title, its scale, and a construction note about grout; no fence post geometry is visible in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "barrier",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "End Bent",
      "tag": "",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": "Shown at end/beginning of barrier in section"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "fence",
      "material": "chain link zinc coated",
      "count": 1,
      "note": "Fence notes are provided in the notes"
    },
    {
      "name": "Joint Filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Overall length",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left endwall width",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "Endwall"
    },
    {
      "label": "Top right offset",
      "value": "6'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Rightmost clearance",
      "value": "1'-1\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left offset",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Endwall offset",
      "value": "1'-6\"",
      "unit": "ft",
      "appliesTo": "Endwall"
    },
    {
      "label": "Pull post diameter",
      "value": "2 7/8\"",
      "unit": "in",
      "appliesTo": "Pull Post"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "Pipe Sleeve"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "Joint Filler"
    }
  ],
  "notes": [
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAUGE 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 FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 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."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "SECTION AT ENDWALL"
  ],
  "description": "Cross-section through an endwall and adjacent barrier/fence assembly. It shows endwall dimensions and typical joint filler, plus details of the barrier and fence elements visible in this crop (end bent, posts, and related notes)."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Barrier detail"
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "End post taper to 0\" noted"
    },
    {
      "name": "Barrier segment 503A",
      "tag": "503A",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Barrier segment 503B",
      "tag": "503B",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Triangular drip bead",
      "tag": "",
      "shape": "bead",
      "material": "concrete",
      "count": 2,
      "note": "Full length of bridge, both sides"
    }
  ],
  "measurements": [
    {
      "label": "Left vertical height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "Barrier detail left dimension"
    },
    {
      "label": "503A spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "Bottom dimension indicating 503A location"
    },
    {
      "label": "Clearance on sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Two sides"
    },
    {
      "label": "Clearance near top",
      "value": "3\"",
      "unit": "",
      "appliesTo": "3\" CL."
    },
    {
      "label": "Scale",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "1'-0\" scale note"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "SEE DECK PLAN FOR LETTER DESIGNATION"
  ],
  "labels": [
    "BARRIER DETAIL"
  ],
  "description": "Detail view of a concrete bridge barrier showing end post and barrier segments 503A and 503B, with taper to end post. The drawing includes notes on bar laps, fence not shown, and references to deck plan letters; features a triangular drip bead along the full length on both sides."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "End Bent",
      "tag": "",
      "shape": "irregular (L-shaped) / bent",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "1/2\" Preformed Joint Filler",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed joint filler",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Top dimension left",
      "value": "12\"",
      "unit": "",
      "appliesTo": "End Bent / Section"
    },
    {
      "label": "Top dimension middle",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "End Bent / Section"
    },
    {
      "label": "Top dimension right",
      "value": "8\"",
      "unit": "",
      "appliesTo": "End Bent / Section"
    },
    {
      "label": "Overall left vertical",
      "value": "10\"",
      "unit": "",
      "appliesTo": "End Bent / Section"
    },
    {
      "label": "Inner vertical step",
      "value": "9\"",
      "unit": "",
      "appliesTo": "End Bent / Section"
    },
    {
      "label": "Left side clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "2\" CL. 3 SIDES"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING PAD NOT SHOWN"
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "Detail section at the end wall showing an end bent with a 1/2\" preformed joint filler in the joint and notes on waterproofing and slab reinforcement not shown. The view is a sectional depiction labeled 'Section at Endwall' with end bent shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Fence post detail (title/text)",
      "tag": "",
      "shape": "text block",
      "material": "",
      "count": 1,
      "note": "detail heading"
    }
  ],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/4\\\" = 1'-0\\\"",
      "unit": "scale",
      "appliesTo": "FENCE POST DETAIL"
    }
  ],
  "notes": [
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C107, TROWEL TO PROVIDE POSITIVE DRAINAGE."
  ],
  "labels": [
    "FENCE POST DETAIL"
  ],
  "description": "This crop shows the Fence Post Detail title block with scale information and a grout note. It does not show any actual fence post geometry, only the heading and associated note."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7 3/4",
      "unit": "in",
      "appliesTo": "between beams"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8",
      "unit": "in",
      "appliesTo": "overhangs"
    },
    {
      "label": "D interior beams",
      "value": "8 3/4",
      "unit": "in",
      "appliesTo": "interior beams"
    },
    {
      "label": "D exterior beams",
      "value": "9 1/4",
      "unit": "in",
      "appliesTo": "exterior beams"
    }
  ],
  "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 1/4\" EXTERIOR BEAMS"
  ],
  "labels": [
    "D interior beams",
    "D exterior beams"
  ],
  "description": "Notes on page 9 describing the dimension D for slab-to-beam bearing, slab thickness between beams and in overhangs, and the D values for interior and exterior beams."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "I-beam",
      "tag": "I BEAM 1-6",
      "shape": "I-section",
      "material": "structural steel",
      "count": 6,
      "note": "Located under the deck, spanning between piers"
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Supports deck; spaced along section between abutments"
    },
    {
      "name": "Deck Slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" slab thickness (as labeled); section through slab"
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "block",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left and right end supports"
    },
    {
      "name": "Reinforcement Bar",
      "tag": "",
      "shape": "line",
      "material": "reinforcement steel",
      "count": 1,
      "note": "\"1\" DIAMETER PLAIN BAR\" callout in diaphragm section"
    }
  ],
  "measurements": [
    {
      "label": "43'-7\"",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "section length (out-to-out)"
    },
    {
      "label": "22'-0\"",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "overall deck length"
    },
    {
      "label": "40'-0\"",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "gutter-to-gutter distance"
    },
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "gutter-to-gutter line referenced"
    },
    {
      "label": "6'-0\"",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "end dimension near right abutment"
    },
    {
      "label": "7'-6\"",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam spacing (between piers)"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "bottom overhang dimension"
    },
    {
      "label": "1'-8\"",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost offset dimension"
    }
  ],
  "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 1/4\" EXTERIOR BEAMS"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows two longitudinal section views: SECTION THRU SLAB and SECTION THRU DIAPHRAGM. It documents the reinforced concrete deck slab supported by six I-beam girders and six concrete piers, with end abutments. A diaphragm reinforcement note (1-inch diameter plain bar) is shown in the diaphragm view."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "bent/corner",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3",
      "shape": "bent/corner",
      "material": "reinforced concrete",
      "count": 1,
      "note": "similar"
    },
    {
      "name": "Reinforcement bar",
      "tag": "I-801",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "I-802",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "508",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "509",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "unknown",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "top dimension"
    },
    {
      "label": "1'-0 1/2\"",
      "value": "1'-0 1/2\"",
      "unit": "ft",
      "appliesTo": "top detail"
    },
    {
      "label": "4\" CL.",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "centerline"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "overall height"
    },
    {
      "label": "1'-0\"",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "bottom spacing"
    },
    {
      "label": "SCALE",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "section scale"
    }
  ],
  "notes": [
    "SEE DETAIL A",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM"
  ],
  "description": "Cross-section through an edge beam showing reinforcing bars (I-801, I-802, 508, 509) and bent members (Bent 2, Bent 3), with a prefabricated joint filler callout and bearing pads not shown. The sheet includes scale 3/4 in = 1 ft and notes that slab reinforcement is not shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "2-507B",
      "shape": "circular",
      "material": "reinforced steel bar",
      "count": 2,
      "note": "top and bottom bars in the cage"
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402B",
      "shape": "circular",
      "material": "reinforced steel bar",
      "count": 1,
      "note": "mid-right bar"
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "circular",
      "material": "reinforced steel bar",
      "count": 1,
      "note": "left interior bar"
    },
    {
      "name": "1\" DIA. PLAIN BAR",
      "tag": "",
      "shape": "circular",
      "material": "plain steel bar",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "10\" CONC. DIAPH.",
      "value": "10",
      "unit": "in",
      "appliesTo": "top of diaphragm"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "overall height"
    },
    {
      "label": "2\"",
      "value": "2",
      "unit": "in",
      "appliesTo": "left dimension near edge"
    }
  ],
  "notes": [],
  "labels": [
    "Top of BEAM",
    "10\" CONC. DIAPH.",
    "1\" DIA. PLAIN BAR"
  ],
  "description": "Detail showing a reinforcing bar cage within a rectangular section, inside a 10-inch-thick concrete diaphragm. The cage uses two 2-507B bars at the ends, one 4-402B bar, one 403B bar, and a 1-inch plain bar. Overall height is 3'-0\" with a 2-inch offset to the top."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "silicone sealant",
      "tag": "",
      "shape": "rectangular",
      "material": "silicone sealant",
      "count": 1,
      "note": "TYPE JOINT SEALER (TYPE B, C OR D)"
    }
  ],
  "measurements": [
    {
      "label": "3/4\"",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "left dimension to joint area"
    },
    {
      "label": "1/4\"",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "gap near top left"
    },
    {
      "label": "1/2\"",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "gap near top left"
    },
    {
      "label": "3/4\"",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "bottom dimension from left edge to centerline"
    },
    {
      "label": "1/4\" R",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "radius around joint corner"
    }
  ],
  "notes": [
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP.",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "SCALE: 3/4\" = 1'-0\"",
    "DETAIL 'A'",
    "NO SCALE"
  ],
  "description": "Detail A shows a section through the diaphragm for span 2. It highlights the silicone sealant joint between the slab and diaphragm with a rounded corner radius and notes that the slab reinforcement is not shown; the scale is no scale for this detail."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Girder",
      "tag": "I-508",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder",
      "tag": "I-509",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder",
      "tag": "I-801",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Girder",
      "tag": "I-802",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Edge beam",
      "tag": "2-800",
      "shape": "edge beam",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent/Pier",
      "tag": "",
      "shape": "pier",
      "material": "concrete",
      "count": 4,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "8-404 AT EQUAL SPACES",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck spacing"
    },
    {
      "label": "Left spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "deck edge to first pier"
    },
    {
      "label": "Right spacing",
      "value": "2",
      "unit": "in",
      "appliesTo": "last pier to deck edge"
    },
    {
      "label": "Edge beam tag",
      "value": "2-800",
      "unit": "",
      "appliesTo": "edge beam location"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "FENCE NOT SHOWN, TYP.",
    "DO NOT REMOVE FENCE FORMS"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP."
  ],
  "description": "Longitudinal section through a bridge deck showing four girders (I-508, I-509, I-801, I-802) spanning concrete piers/bents, with an edge beam and deck slab. Includes notes on bearing pads, fences, and edge-beam pour."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Circular seal",
      "tag": "",
      "shape": "circle",
      "material": "seal/stamp",
      "count": 1,
      "note": ""
    },
    {
      "name": "DRAWING NO.",
      "tag": "",
      "shape": "rectangular text block",
      "material": "text",
      "count": 1,
      "note": ""
    },
    {
      "name": "BRIDGE SHEET label",
      "tag": "",
      "shape": "rectangular text block",
      "material": "text",
      "count": 1,
      "note": "Bridge Sheet 9 of 21"
    },
    {
      "name": "DEPARTMENT OF TRANSPORTATION",
      "tag": "",
      "shape": "rectangular text block",
      "material": "text",
      "count": 1,
      "note": ""
    },
    {
      "name": "DECK SECTION - SPAN 2",
      "tag": "",
      "shape": "rectangular text block",
      "material": "text",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "DRAWING NO.",
      "value": "35-0009",
      "unit": "",
      "appliesTo": "DRAWING NO."
    },
    {
      "label": "BRIDGE SHEET",
      "value": "9 OF 21",
      "unit": "",
      "appliesTo": "BRIDGE SHEET"
    },
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SCALE"
    },
    {
      "label": "DATE",
      "value": "APRIL 2025",
      "unit": "",
      "appliesTo": "DATE"
    },
    {
      "label": "FILE NAME",
      "value": "0019181_0009.dgn",
      "unit": "",
      "appliesTo": "FILE NAME"
    },
    {
      "label": "NOTE",
      "value": "1 INCH WHEN PRINTED FULL SIZE",
      "unit": "",
      "appliesTo": "NOTE"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "DEPARTMENT OF TRANSPORTATION",
    "DECK SECTION - SPAN 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY"
  ],
  "description": "This crop shows the title block on Sheet 9, including the Georgia DOT department, consulting firm, and the Georgia registered engineer seal. It includes sheet information (Bridge Sheet 9 of 21), drawing number 35-0009, scale note, and date (April 2025) for the Jenkins County bridge project."
}

{
  "view": "",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "72 HOURS"
  ],
  "description": ""
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "slab thickness between beams",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "slab thickness between beams"
    },
    {
      "label": "overhangs",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "overhangs"
    },
    {
      "label": "D interior beams",
      "value": "8 3/4\"",
      "unit": "in",
      "appliesTo": "D (interior beams)"
    },
    {
      "label": "D exterior beams",
      "value": "9 1/4\"",
      "unit": "in",
      "appliesTo": "D (exterior beams)"
    }
  ],
  "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 1/4\" EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "Crop shows a notes block with dimensional guidance for slab-to-beam dimension D, slab thickness, and interior vs exterior beam D values on sheet page 9 region 'Other P09 R01'."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "C BEAM",
      "tag": "C BEAM 1",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 2",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 3",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 4",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 5",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 6",
      "shape": "C-beam (channel)",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "rectangular column with base",
      "material": "reinforced concrete",
      "count": 6,
      "note": ""
    },
    {
      "name": "Drip Bead",
      "tag": "",
      "shape": "drip bead",
      "material": "concrete",
      "count": 1,
      "note": "3/4\" DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "straight bar",
      "material": "plain steel",
      "count": null,
      "note": "\"I\" DIAMETER PLAIN BAR"
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "1'-8\"",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "1'-8\"",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "8\"",
      "value": "8\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "7'-6\"",
      "value": "7'-6\"",
      "unit": "ft",
      "appliesTo": "C BEAM 1 to C BEAM 6"
    },
    {
      "label": "3'-0\" MIN. TYP.",
      "value": "3'-0\"",
      "unit": "ft",
      "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 7¾\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "'D' = 8¾\" INTERIOR BEAMS",
    "'D' = 9¼\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6¾\"",
    "2%"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a longitudinal cross-section through a multi-beam bridge deck with six C-beams and supporting piers, along with a section through the diaphragm. It documents the slab thickness, beam spacing, reinforcement layout, drip bead at the deck edge, and typical fence notes. It includes plan elements such as out-to-out and gutter-to-gutter dimensions and the section that cuts through the slab and diaphragm."
}