GDOT17

{
  "view": "Detail",
  "objects": [
    {
      "name": "End Post",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "End post with slanted brace"
    },
    {
      "name": "Paving Rest",
      "tag": "",
      "shape": "rectangular",
      "material": "paving",
      "count": 1,
      "note": "12\" PAVING REST"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete barrier",
      "count": 1,
      "note": "Barrier element (BARRIER TRANSITION)"
    }
  ],
  "measurements": [
    {
      "label": "Top length",
      "value": "12'-0\"",
      "unit": "ft",
      "appliesTo": "Barrier length"
    },
    {
      "label": "End post offset",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "End Post"
    },
    {
      "label": "Right end height",
      "value": "1'-9 1/2\"",
      "unit": "ft",
      "appliesTo": "Right edge height"
    },
    {
      "label": "Transition length",
      "value": "18\"",
      "unit": "in",
      "appliesTo": "Barrier Transition"
    }
  ],
  "notes": [
    "SCALE: 1/4\\\" = 1'-0\\\""
  ],
  "labels": [
    "BARRIER TRANSITION DETAIL"
  ],
  "description": "Detail of barrier transition showing end post, 12\" paving rest, and a long barrier element with a slight slope. Includes overall length of 12 ft and a right-end height of 1 ft 9 1/2 in; notes an 18-inch transition segment."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Preformed silicone joint seal",
      "tag": "",
      "shape": "unknown (cross-section of seal in channel)",
      "material": "preformed silicone",
      "count": 1,
      "note": ""
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular block (hatched)",
      "material": "filler material",
      "count": 1,
      "note": ""
    },
    {
      "name": "Silicone adhesive",
      "tag": "",
      "shape": "layer/line along interface",
      "material": "silicone adhesive",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "opening width between sidewalls",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "Preformed silicone joint seal"
    },
    {
      "label": "left vertical lip height",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Left side dimension"
    },
    {
      "label": "top-right corner radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "R"
    }
  ],
  "notes": [
    "PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4"
  ],
  "description": "Detail view of an expansion joint showing a preformed silicone joint seal, silicone adhesive, and filler material in a cross-section. Includes dimension callouts for opening width (1 3/8 in), left lip height (1/2 in), and a 1/4 in radius."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "3. [text cut off]"
  ],
  "labels": [
    "NOTES"
  ],
  "description": "Crop shows the NOTES section of Sheet page 4; items 1 and 2 are legible, item 3 is partially cut off. No visible structural objects in this region."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\"",
      "tag": "",
      "shape": "text",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "LUMP - LB SUPERSTRUCT REINF STEEL",
      "tag": "",
      "shape": "text",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" SPAN 1 LEFT BRIDGE",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" SPAN 2 LEFT BRIDGE",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" SPAN 3 LEFT BRIDGE",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" LEFT BRIDGE TOTAL",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" SPAN 1 RIGHT BRIDGE",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" SPAN 2 RIGHT BRIDGE",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" SPAN 3 RIGHT BRIDGE",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\" RIGHT BRIDGE TOTAL",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "LUMP - CY SUPERSTRUCTURE CONCRETE, CLASS \"D\""
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL SPAN 1 LEFT BRIDGE",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL SPAN 2 LEFT BRIDGE",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL SPAN 3 LEFT BRIDGE",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL LEFT BRIDGE TOTAL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL SPAN 1 RIGHT BRIDGE",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL SPAN 2 RIGHT BRIDGE",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL SPAN 3 RIGHT BRIDGE",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    },
    {
      "label": "LUMP - LB SUPERSTRUCT REINF STEEL RIGHT BRIDGE TOTAL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "LUMP - LB SUPERSTR REINF STEEL"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop shows a quantities table for the superstructure. It lists concrete (CY) and reinforced steel (LB) quantities for the left and right bridges, broken down by spans 1–3 with row totals. Concrete shows 75.0, 99.0, 75.0 CY per span and 249.0 CY total per bridge; reinforcing steel shows 20639/28494/20629 LB per left span and a 69762 LB total, with identical values for the right bridge."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "G BEAM 1",
      "tag": "G BEAM 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 2",
      "tag": "G BEAM 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 3",
      "tag": "G BEAM 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 4",
      "tag": "G BEAM 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 5",
      "tag": "G BEAM 5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 6",
      "tag": "G BEAM 6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 7",
      "tag": "G BEAM 7",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 8",
      "tag": "G BEAM 8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 9",
      "tag": "G BEAM 9",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 10",
      "tag": "G BEAM 10",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 11",
      "tag": "G BEAM 11",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "G BEAM 12",
      "tag": "G BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "8\" FILLEt, TYP.",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "I'-0\" EDGEBEAM, TYP.",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "10\" CONCRETE DIAPHRAGM, TYP.",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL WESTBOUND",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL EASTBOUND",
      "tag": "",
      "shape": "strip",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN 2 TOTAL LENGTH",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "DECK SEGMENT LENGTH",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "OUT TO OUT",
      "value": "43'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "SPRING LINE",
      "value": "1'-9 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "PGL WESTBOUND",
    "PGL EASTBOUND"
  ],
  "description": "Deck plan view (Sheet: Span 2) showing multiple G BEAM girders with edgebeams, fillers, diaphragms, and PGL labels. Dimension lines indicate overall span, deck segment lengths, gutter/edge spacing, and post spacing."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed joint filler",
      "count": 2,
      "note": ""
    },
    {
      "name": "LOW MODULUS SILICONE SEALANT (TYPE A)",
      "tag": "",
      "shape": "layer",
      "material": "silicone sealant",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "3/4\\\" CHAMFER",
      "value": "3/4",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "1\\\" PREFORMED JOINT FILLER THICKNESS",
      "value": "1",
      "unit": "in",
      "appliesTo": "PREFORMED JOINT FILLER"
    },
    {
      "label": "SIDE ELEVATION BASE THICKNESS",
      "value": "3",
      "unit": "in",
      "appliesTo": "SIDE ELEVATION"
    }
  ],
  "notes": [
    "HOLD IN PLACE WITH 10d GALV. NAILS.",
    "NO SCALE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER"
  ],
  "description": "Detail drawing showing the 1 inch expansion joint in a barrier with plan, elevation, and side elevation views. It specifies a 3/4 inch chamfer, 1 inch preformed joint filler, low modulus silicone sealant (Type A), and nails for holding the joint in place; no scale."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "MAIN SLAB REINF.",
      "tag": "",
      "shape": "lines",
      "material": "reinforcement bars",
      "count": null,
      "note": ""
    },
    {
      "name": "BAR 500B",
      "tag": "*500B",
      "shape": "line",
      "material": "reinforcement bar",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "2\" CL.",
      "value": "2",
      "unit": "in",
      "appliesTo": "MAIN SLAB REINF."
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 5I.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "AT B.F.P.R. OR CONST. JOINT"
  ],
  "description": "Detail showing bar bending for the main slab reinforcement at a skewed joint, including a circular joint detail and a callout for B.F.P.R. or constant joint. Indicates 500B bar placement and note that the detail is not at scale."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "Notes"
  ],
  "description": "Crop shows the Notes page with two items (5 and 6) describing rebar spacing and lap splice requirements."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Georgia Registered Professional Engineer Seal",
      "tag": "",
      "shape": "circular",
      "material": "seal",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "DRAWING NO.",
      "value": "35-0005",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "BRIDGE SHEET",
      "value": "5 OF 21",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "SCALE",
      "value": "1/8\" = 1'-0\"",
      "unit": "scale",
      "appliesTo": "title block"
    },
    {
      "label": "DATE",
      "value": "APRIL 2025",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "SR 21 @ NS",
      "value": "#620272Y",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "DRAWING FILE",
      "value": "0019181_0005.dgn",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "Bridge No.",
      "value": "ILT. AND RT.",
      "unit": "",
      "appliesTo": "title block"
    },
    {
      "label": "Bridge Sheet Text",
      "value": "BRIDGE SHEET 5 OF 21",
      "unit": "",
      "appliesTo": "title block"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. ILT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 2 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0005",
    "BRIDGE SHEET 5 OF 21",
    "SCALE: 1/8\" = 1'-0\" (UNLESS OTHERWISE NOTED) APRIL 2025",
    "0019181_0005.dgn"
  ],
  "description": "This crop shows the title block area of a Georgia DOT deck plan sheet. It includes the project identifiers (bridge sheet 5 of 21, drawing number 35-0005), the scale (1/8\" = 1'-0\"), date (April 2025), the SR 21 at NS reference, and the consulting firm information along with the Georgia registered professional engineer seal."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "10\" CONCRETE DIAPHRAGM, TYP.",
      "tag": "10\" CONCRETE DIAPHRAGM, TYP.",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "typical"
    },
    {
      "name": "8\" FILL ET, TYP.",
      "tag": "",
      "shape": "fill",
      "material": "earth",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "82'-0\"",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "16'-4 1/2\"",
      "value": "16'-4 1/2\"",
      "unit": "ft",
      "appliesTo": "bottom span segments"
    },
    {
      "label": "9'-6\"",
      "value": "9'-6\"",
      "unit": "ft",
      "appliesTo": "bottom span segments"
    },
    {
      "label": "3'-0\"",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "left margin"
    },
    {
      "label": "2'-0\" MIN. LAP",
      "value": "2'-0\" MIN. LAP",
      "unit": "ft",
      "appliesTo": "gap/lap"
    },
    {
      "label": "22'-0\"",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": "gutter width"
    }
  ],
  "notes": [],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "GUTTER TO OUT",
    "OUT TO OUT"
  ],
  "description": "Plan view (deck plan) showing multiple C BEAMs (1-12) with 10\" concrete diaphragms (typical) and 8\" fill areas, as well as edge features such as gutters and fence post spacing. The sheet portion shown is labeled SPAN 2 and DECK PLAN."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "CHAMFER",
      "tag": "",
      "shape": "edge bevel",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "LOW MODULUS SILICONE SEALANT (TYPE A)",
      "tag": "",
      "shape": "sealant bead",
      "material": "low modulus silicone",
      "count": 1,
      "note": ""
    },
    {
      "name": "BARRIER",
      "tag": "",
      "shape": "trapezoidal/building barrier section",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "CHAMFER",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "PLAN"
    },
    {
      "label": "PREFORMED JOINT FILLER",
      "value": "1",
      "unit": "in",
      "appliesTo": "PLAN / ELEVATION"
    },
    {
      "label": "BASE WIDTH",
      "value": "3",
      "unit": "in",
      "appliesTo": "SIDE ELEVATION"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1 EXPANSION JOINT IN BARRIER",
    "NO SCALE"
  ],
  "description": "Detail showing the expansion joint in a barrier with plan, elevation, and side elevation views. Features include a 3/4 inch chamfer, 1 inch preformed joint filler, and low modulus silicone sealant (Type A). No scale."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bar - main slab reinforcement",
      "tag": "",
      "shape": "line",
      "material": "reinforcing steel",
      "count": null,
      "note": "vertical reinforcement bars labeled MAIN SLAB REINF."
    },
    {
      "name": "Bar 500B",
      "tag": "*500B",
      "shape": "line",
      "material": "reinforcing steel",
      "count": 1,
      "note": "star-marked 500B bar"
    },
    {
      "name": "Construction joint line",
      "tag": "",
      "shape": "line (diagonal)",
      "material": "",
      "count": null,
      "note": "B.F.P.R. OR CONST. JOINT"
    },
    {
      "name": "Diagonal joint detail line",
      "tag": "",
      "shape": "line (diagonal, dashed)",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "2\" CL.",
      "value": "2",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 5I.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "AT B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF."
  ],
  "description": "Detail view of a circular bar-bending detail for skewed joints, showing main slab reinforcement, a 500B bar, and a construction joint line labeled B.F.P.R. OR CONST. JOINT. Includes a 2 in. clear dimension and notes referencing Georgia DOT specs."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "END POST",
      "tag": "END POST",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Overall deck length",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Top width segment",
      "value": "18'-4\"",
      "unit": "ft",
      "appliesTo": "Top width segments"
    },
    {
      "label": "Top width segment",
      "value": "18'-4\"",
      "unit": "ft",
      "appliesTo": "Top width segments"
    },
    {
      "label": "Top width segment",
      "value": "18'-4\"",
      "unit": "ft",
      "appliesTo": "Top width segments"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "ft",
      "appliesTo": "FENCE POST SPACING"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft",
      "appliesTo": "FENCE POST SPACING"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft",
      "appliesTo": "FENCE POST SPACING"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft",
      "appliesTo": "FENCE POST SPACING"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft",
      "appliesTo": "FENCE POST SPACING"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": "GUTTER TO GUTTER"
    },
    {
      "label": "Out to out",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": "GUTTER OUT TO OUT"
    }
  ],
  "notes": [],
  "labels": [
    "DECK PLAN",
    "SPAN 3"
  ],
  "description": "This crop shows the plan view of a deck layout labeled DECK PLAN (Span 3). It features twelve C BEAM elements (BEAM 1–BEAM 12) arranged across the deck with a single END POST at the end. The plan includes fence post spacing dimensions (6'-6\" and 9'-6\"), three 18'-4\" width segments across the deck, and gutter-related overall dimensions (40'-0\" across gutter, 22'-0\" overall length)."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Seal",
      "tag": "",
      "shape": "circular",
      "material": "Georgia Registered Professional Engineer seal",
      "count": 1,
      "note": "Georgia Registered Professional Engineer seal"
    },
    {
      "name": "Drawing No.",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "35-0006"
    },
    {
      "name": "Bridge Sheet",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "BRIDGE SHEET 6 OF 21"
    },
    {
      "name": "Deck Plan Title",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "DECK PLAN - 3 OF 3"
    },
    {
      "name": "Scale",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "SCALE: 3/8\" = 1'-0\""
    },
    {
      "name": "Date",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "APRIL 2025"
    },
    {
      "name": "Drawing File",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "0019181_0006.dgn"
    }
  ],
  "measurements": [
    {
      "label": "Drawing No.",
      "value": "35-0006",
      "unit": "",
      "appliesTo": "Drawing No."
    },
    {
      "label": "Bridge Sheet",
      "value": "6 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_0006.dgn",
      "unit": "",
      "appliesTo": "File name"
    }
  ],
  "notes": [
    "BRIDGE NO. LT. AND RT.",
    "DECK PLAN - 3 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "APRIL 2025"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 3 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0006",
    "BRIDGE SHEET 6 OF 21",
    "SCALE: 3/8\" = 1'-0\"",
    "APRIL 2025",
    "0019181_0006.dgn",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "APPROVED DPD"
  ],
  "description": "This crop shows the title block area of the deck plan sheet (Sheet 6 of 21) for the Jenkins County SR 21 project. It includes the Georgia Department of Transportation title block, the professional engineer seal, drawing number 35-0006, deck plan title, sheet sequence, scale and date, and the file reference, plus the designer, drafter, reviewer, and approver initials."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Fence Posts",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Along bottom edge; spacing specified."
    },
    {
      "name": "END POST",
      "tag": "END POST",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "ENDWALL",
      "tag": "ENDWALL",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Endwall outside exterior beam, typical."
    },
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "beam",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "8\" Fillet",
      "tag": "8\" FILLET, TYP.",
      "shape": "fillet",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "10\" Concrete Diaphragm",
      "tag": "10\" CONCRETE DIAPHRAGM, TYP.",
      "shape": "diaphragm",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "B.F.P.R. Bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "bend",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "12\" Paving Rest",
      "tag": "12\" PAVING REST",
      "shape": "paving rest",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL Westbound",
      "tag": "PGL WESTBOUND",
      "shape": "text label",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PGL Eastbound",
      "tag": "PGL EASTBOUND",
      "shape": "text label",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "SPAN 3",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "FENCE POST SPACING - SEG 1",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "FENCE POST SPACING - SEG 2",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "FENCE POST SPACING - SEG 3",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "FENCE POST SPACING - SEG 4",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "FENCE POSTS SPACING"
    },
    {
      "label": "SPAN LENGTH A",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "SPAN LENGTH B",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "SPAN LENGTH C",
      "value": "52'-2 1/16\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "SPAN LENGTH D",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "SPAN SEGMENTS"
    },
    {
      "label": "TOP SEGMENT",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "TOP DECK SEGMENT"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "\"8\" FILLET, TYP.",
    "\"10\" CONCRETE DIAPHRAGM, TYP.",
    "END POST",
    "FENCE POST SPACING",
    "PGL WESTBOUND",
    "PGL EASTBOUND"
  ],
  "labels": [
    "DECK PLAN",
    "SPAN 3",
    "FENCE POST SPACING",
    "END POST",
    "ENDWALL",
    "PGL WESTBOUND",
    "PGL EASTBOUND"
  ],
  "description": "Plan view of a deck section (Sheet 6 region labeled Other P06 R01). It shows fence posts along the bottom edge with specified post spacing, end posts at the ends, endwalls, multiple C BEAMs, an 8\" fillet, a 10\" concrete diaphragm, 12\" paving rests, and a B.F.P.R. bent. It also includes PGL Westbound and Eastbound labels and overall deck dimensions."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "ABUTMENT (Left End)",
      "tag": "",
      "shape": "irregular wedge",
      "material": "reinforced concrete",
      "count": 1,
      "note": "left end abutment"
    },
    {
      "name": "PIER",
      "tag": "",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 4,
      "note": "piers under slab; spacing 7'-6\" typical"
    },
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "beam",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" slab thickness; 2 1/4\" centerline? (centerline note present in drawing)"
    },
    {
      "name": "DRIP BEAD",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "",
      "count": 1,
      "note": "3/4\" triangular drip bead full length of bridge, typ."
    },
    {
      "name": "CONSTRUCTION JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "parallel with deck, typ."
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "SECTION THRU SLAB"
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION THRU SLAB"
    },
    {
      "label": "EDGE LEFT OVERHANG",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "LEFT END"
    },
    {
      "label": "OVERHANG (left)",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "LEFT EDGE"
    },
    {
      "label": "SLAB THICKNESS",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "CENTERLINE",
      "value": "2 1/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "SPACING BETWEEN BEAMS",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAMS"
    },
    {
      "label": "PIER SPACING",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "PIERS"
    },
    {
      "label": "EDGE BEAM WIDTH",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "END BEAM"
    },
    {
      "label": "DRIP BEAD WIDTH",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "DRIP BEAD"
    }
  ],
  "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.",
    "FENCE NOT SHOWN, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "FENCE NOT SHOWN, TYP."
  ],
  "description": "This crop shows a longitudinal cross-section through a concrete deck bridge, including an end abutment on the left, four concrete piers, and six C-beams supporting a slab. It includes slab thickness, spacing, and overhang dimensions, as well as notes on centerline bearing, joints, and drip bead."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Centerline (alignment)",
      "tag": "",
      "shape": "dashed vertical line",
      "material": "",
      "count": 1,
      "note": "alignment/centerline"
    }
  ],
  "measurements": [],
  "notes": [
    "= CONSTRUCTION",
    "= SYMMETRY"
  ],
  "labels": [
    "SR 2I/MILLEN BYPASS"
  ],
  "description": "Crop shows a plan-level callout with a dashed centerline/alignment and two callouts indicating construction and symmetry for the SR 2I/MILLEN BYPASS."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Intermediate Bent",
      "tag": "",
      "shape": "trapezoidal",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bars (top of slab)",
      "tag": "",
      "shape": "circular",
      "material": "steel reinforcement",
      "count": null,
      "note": "top of slab; shown as circles along length"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "description": "Longitudinal detail of reinforced concrete deck showing top reinforcement in the slab and two intermediate bents supporting the deck; an abutment or wall is at the left. The callout 58-600 describes the spacing between 400 bars in the top of the slab over the intermediate bents."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Reinforcement bar",
      "tag": "2-507A",
      "shape": "circular",
      "material": "reinforced steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-402A",
      "shape": "circular",
      "material": "reinforced steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "1\" DIA. PLAIN BAR",
      "shape": "circular",
      "material": "plain steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Rebar cage",
      "tag": "",
      "shape": "rectangular with crisscross diagonals",
      "material": "reinforced steel",
      "count": 1,
      "note": "central rectangular enclosure with X-pattern diagonals"
    }
  ],
  "measurements": [
    {
      "label": "10\" CONC. DIAPH.",
      "value": "10",
      "unit": "in",
      "appliesTo": "Top of diaphragm"
    },
    {
      "label": "2\"",
      "value": "2",
      "unit": "in",
      "appliesTo": "Left offset from top"
    },
    {
      "label": "2'-4\"",
      "value": "2'-4\"",
      "unit": "ft-in",
      "appliesTo": "Overall height in crop"
    }
  ],
  "notes": [],
  "labels": [
    "TOP OF BEAM",
    "10\" CONC. DIAPH.",
    "1\" DIA. PLAIN BAR",
    "403A",
    "1\" CL. TYP.",
    "2-507A",
    "4-402A",
    "2-507A"
  ],
  "description": "Detail of reinforcement layout inside a beam section showing a central rectangular rebar cage with crisscross bars. The assembly includes bars labeled 2-507A and 4-402A, plus a 1\" diameter plain bar and a 403A note, within a 10\" thick concrete diaphragm and bounded by beam-related dimensions."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Section through slab (deck)"
    },
    {
      "name": "Pier/Column",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Supports slab along length"
    },
    {
      "name": "End post / barrier element",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fence not shown, typical"
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": "1\" diameter plain bar"
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "Slab"
    },
    {
      "label": "spacing for 7-403A at equal spaces",
      "value": "5",
      "unit": "in",
      "appliesTo": "7-403A"
    },
    {
      "label": "diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "1\" DIAMETER PLAIN BAR"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB"
  ],
  "description": "Cross-section through a slab showing supports (piers/columns) and end barrier elements. Notes indicate a 2% slope, spacing around a 7-403A item at 5 inches, and a 1-inch diameter plain reinforcement bar."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "left and right end abutments"
    },
    {
      "name": "pier",
      "tag": "",
      "shape": "trapezoidal/pedestal",
      "material": "concrete",
      "count": 4,
      "note": "bearing seats; bearings not shown"
    },
    {
      "name": "I-girder",
      "tag": "I-509",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-girder",
      "tag": "I-508",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-girder",
      "tag": "I-802",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "I-girder",
      "tag": "I-801",
      "shape": "I-beam",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "edge beam",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Left abutment height",
      "value": "8",
      "unit": "in",
      "appliesTo": "left abutment"
    },
    {
      "label": "8-404",
      "value": "8-404",
      "unit": "",
      "appliesTo": "dimension along deck between vertical lines"
    },
    {
      "label": "Spacing (equal spaces)",
      "value": "2",
      "unit": "in",
      "appliesTo": "spacing between features"
    },
    {
      "label": "Deck slope",
      "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.",
    "SR 21 WB = PGL"
  ],
  "labels": [
    "SR 21 WB = PGL"
  ],
  "description": "Longitudinal elevation of a multi-girder bridge deck showing end abutments, intermediate concrete piers, and I-girder members I-509, I-508, I-802, and I-801 supporting the deck slab. An edge beam runs along the outside face of the beam; bearing pads are not shown. Notes indicate fence not shown, typical spacing and edge-beam details."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Georgia Registered Professional Engineer Seal",
      "tag": "",
      "shape": "circular",
      "material": "seal",
      "count": 1,
      "note": "GEORGIA REGISTERED PROFESSIONAL ENGINEER"
    },
    {
      "name": "Drawing No.",
      "tag": "",
      "shape": "rectangular",
      "material": "text box",
      "count": 1,
      "note": "35-0007"
    },
    {
      "name": "Bridge Sheet information",
      "tag": "",
      "shape": "rectangular",
      "material": "text box",
      "count": 1,
      "note": "BRIDGE SHEET 7 OF 21"
    },
    {
      "name": "Date",
      "tag": "",
      "shape": "vertical rectangle",
      "material": "text box",
      "count": 1,
      "note": "DATE"
    },
    {
      "name": "Revision Block",
      "tag": "",
      "shape": "rectangular",
      "material": "text block",
      "count": 1,
      "note": "REVISIONS"
    },
    {
      "name": "Department of Transportation Title Panel",
      "tag": "",
      "shape": "rectangular",
      "material": "text panel",
      "count": 1,
      "note": "DEPARTMENT OF TRANSPORTATION ENGINEERING DIVISION- OFFICE OF BRIDGES AND STRUCTURES"
    },
    {
      "name": "SASTRY & ASSOCIATES, INC.",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "SASTRY & ASSOCIATES, INC."
    },
    {
      "name": "Bridge No. LT. and RT.",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "BRIDGE NO. LT. AND RT."
    }
  ],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "DRAWING NO.",
      "value": "35-0007",
      "unit": "",
      "appliesTo": "Drawing No."
    },
    {
      "label": "BRIDGE SHEET",
      "value": "7 OF 21",
      "unit": "",
      "appliesTo": "Bridge Sheet information"
    },
    {
      "label": "DATE",
      "value": "APRIL 2025",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "Partial view of title block showing general information for a Georgia Department of Transportation bridge sheet."
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "DEPARTMENT OF TRANSPORTATION",
    "GEORGIA",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO.",
    "35-0007",
    "BRIDGE SHEET 7 OF 21",
    "SCALE: 3/8\" = 1'-0\"",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "APPROVED DPD"
  ],
  "description": "This crop shows the title block area of Sheet 7 (Bridge Sheet 7 of 21) for a Georgia Department of Transportation project. It includes the engineer seal, the firm and department title, drawing number, sheet info, scale, date, and signature blocks."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "72 HOURS",
      "value": "72",
      "unit": "hours",
      "appliesTo": ""
    },
    {
      "label": "28 DAY",
      "value": "28",
      "unit": "DAY",
      "appliesTo": ""
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop shows a notes page fragment with the label 'SECTION THRU EDGE BEAM' and a note warning about not removing edge beam forms until the deck pour is complete and the concrete reaches 28-day strength."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "C BEAM",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PIER",
      "tag": "",
      "shape": "pier with bell bottom",
      "material": "reinforced concrete",
      "count": 5,
      "note": ""
    },
    {
      "name": "DECK SLAB",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\\\" SLAB"
    },
    {
      "name": "TRIANGULAR DRIP BEAD",
      "tag": "",
      "shape": "triangular drip bead",
      "material": "concrete",
      "count": 1,
      "note": "FULL LENGTH OF BRIDGE, TYP. 3/4\\\" DRIP BEAD"
    }
  ],
  "measurements": [
    {
      "label": "OUT TO OUT",
      "value": "43'-7\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "GUTTER TO GUTTER",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "LEFT GUTTER TO CENTERLINE",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "TOP WIDTH",
      "value": "22'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "OVERHANG DIM",
      "value": "14'-2 1/2\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "BEAM SPACING (typ)",
      "value": "7'-6\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "MIN. DECK OPENING",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "SLAB THICKNESS",
      "value": "7 3/4\"",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "CLEAR SLAB THICKNESS",
      "value": "2 1/4\" CL.",
      "unit": "in",
      "appliesTo": "SLAB"
    },
    {
      "label": "OVERALL HEIGHT",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "OVERHANG/EDGE"
    },
    {
      "label": "WALL/BEAM EDGE DIM",
      "value": "4 3/8\"",
      "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 1/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "Cross-section through a reinforced concrete bridge deck showing six deck beams (C BEAM 1–6), multiple concrete piers supporting the beam line, a 7 3/4 in thick deck slab, gutter and overhang details, and drip bead features. Notes provide slab thickness, D dimension guidance, and joint requirements."
}