GDOT21

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "quantity (row label cropped)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, SPAN 1"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "99.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, SPAN 2"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, SPAN 3"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "249.0",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, TOTAL"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, SPAN 1"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "99.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, SPAN 2"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "75.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, SPAN 3"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "249.0",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, TOTAL"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "20639",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, SPAN 1"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "28494",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, SPAN 2"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "20629",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, SPAN 3"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "69762",
      "unit": "",
      "appliesTo": "LEFT BRIDGE, TOTAL"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "20629",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, SPAN 1"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "28494",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, SPAN 2"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "20639",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, SPAN 3"
    },
    {
      "label": "quantity (row label cropped)",
      "value": "69762",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE, TOTAL"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop shows a portion of the SUPERSTRUCTURE QUANTITIES table, divided into LEFT BRIDGE and RIGHT BRIDGE columns for three spans and a total. Two quantity rows are visible, but their row descriptions and any units are cropped off at the left side."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "Left Bridge Span 2 quantity, first visible row",
      "value": "99.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left Bridge Span 3 quantity, first visible row",
      "value": "75.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left Bridge Total quantity, first visible row",
      "value": "249.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Span 1 quantity, first visible row",
      "value": "75.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Span 2 quantity, first visible row",
      "value": "99.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Span 3 quantity, first visible row",
      "value": "75.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Total quantity, first visible row",
      "value": "249.0",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left Bridge Span 2 quantity, second visible row",
      "value": "28494",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left Bridge Span 3 quantity, second visible row",
      "value": "20629",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left Bridge Total quantity, second visible row",
      "value": "69762",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Span 1 quantity, second visible row",
      "value": "20629",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Span 2 quantity, second visible row",
      "value": "28494",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Span 3 quantity, second visible row",
      "value": "20639",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right Bridge Total quantity, second visible row",
      "value": "69762",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "END SPAN QUANTITIES."
  ],
  "labels": [
    "STRUCTURE QUANTITIES (partial at left edge)",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 2",
    "SPAN 3",
    "TOTAL",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop shows a partial structure-quantities table divided into Left Bridge and Right Bridge span columns with total columns. The row labels and any units are outside the crop; two visible numeric quantity rows are highlighted."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "⅛” = 1’-0”",
      "unit": "",
      "appliesTo": "Drawing scale"
    },
    {
      "label": "Bridge sheet",
      "value": "4 OF 21",
      "unit": "",
      "appliesTo": "Bridge sheet numbering"
    }
  ],
  "notes": [
    "SCALE: ⅛” = 1’-0” (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 1 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO.",
    "35-0004",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0004.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop is the sheet title block for a Georgia Department of Transportation bridge drawing. It identifies the sheet as “DECK PLAN - 1 OF 3” for SR 21 @ NS #620272Y in Jenkins County, Bridge No. 1 LT. AND RT., drawing number 35-0004 and bridge sheet 4 of 21."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GDOT (partial logo)",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows a portion of the drawing title block containing a partial GDOT agency logo and the project identification number block. No constructional items or dimensions are visible."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier",
      "tag": "",
      "shape": "rectangular in plan and elevation; tapered in side elevation",
      "material": "",
      "count": null,
      "note": "Barrier expansion-joint detail shown in plan, elevation, and side elevation."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "vertical linear joint",
      "material": "",
      "count": null,
      "note": "Shown between barrier sections."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular vertical strip",
      "material": "preformed joint filler",
      "count": null,
      "note": "Shown within the 1-inch expansion joint."
    },
    {
      "name": "silicone sealant",
      "tag": "TYPE A",
      "shape": "narrow linear seal at joint base",
      "material": "low modulus silicone",
      "count": null,
      "note": ""
    },
    {
      "name": "chamfer",
      "tag": "",
      "shape": "beveled edge",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "galvanized nails",
      "tag": "",
      "shape": "",
      "material": "galvanized",
      "count": null,
      "note": "Specified to hold joint filler in place."
    }
  ],
  "measurements": [
    {
      "label": "CHAMFER",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "chamfer"
    },
    {
      "label": "joint dimension",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "PREFORMED JOINT FILLER",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "GALV. NAILS",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails"
    },
    {
      "label": "side elevation dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "barrier"
    }
  ],
  "notes": [
    "3/4\" CHAMFER",
    "1\" PREFORMED JOINT FILLER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a no-scale detail of a 1-inch expansion joint in a barrier. It includes plan, elevation, and side-elevation representations showing preformed joint filler, low modulus silicone sealant, chamfering, and galvanized nail retention."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "SPAN 2",
      "shape": "two skewed rectangular deck panels",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown as the westbound and eastbound deck portions separated by Construction ℄ SR 21."
    },
    {
      "name": "beam centerline",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "parallel longitudinal lines",
      "material": "",
      "count": 12,
      "note": "Beam centerlines 1-6 are shown in the upper deck portion and 7-12 in the lower deck portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal edge beam",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the outside edges."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "post locations along deck edge",
      "material": "",
      "count": null,
      "note": "Post locations and spacing are shown along the deck edges."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502D",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Repeated deck reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502E",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Deck reinforcement callout at the right-side portions."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "500B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in the bar bending detail at skew."
    }
  ],
  "measurements": [
    {
      "label": "overall deck length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "deck longitudinal segment length",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions; repeated"
    },
    {
      "label": "deck end segment length",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing at deck ends"
    },
    {
      "label": "end offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing at construction-joint-side deck ends"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "marked locations near right deck edges"
    },
    {
      "label": "gutter width",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "gutter"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck portion"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck portion"
    },
    {
      "label": "out-to-out width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "shown deck dimension"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck skew; TYP. where noted"
    },
    {
      "label": "bearing/construction-joint direction",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction line"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIV. FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEW",
    "NO SCALE"
  ],
  "description": "This crop is a deck plan for Span 2, showing two skewed deck portions with beam centerlines 1 through 12, edge beams, diaphragms, fence-post layout, and deck reinforcement callouts. A bar bending detail at skew is included at the upper right for the B.F.P.R. or construction joint."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows a fragment of a title block. It contains the GDOT logo and a project identification field labeled P.I. NO. with number 0019181; no constructional content is visible."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": null,
      "note": "Shown in side elevation only; expansion joint occurs at barrier base/through barrier."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Detail title identifies a 1” expansion joint in barrier."
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown hatched in plan and elevation."
    },
    {
      "name": "Low modulus silicone sealant (Type A)",
      "tag": "",
      "shape": "linear joint sealant",
      "material": "silicone",
      "count": null,
      "note": "Shown at the joint."
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "chamfered edge",
      "material": "",
      "count": null,
      "note": "Shown in plan."
    },
    {
      "name": "Galvanized nails",
      "tag": "",
      "shape": "",
      "material": "galvanized steel",
      "count": null,
      "note": "Specified to hold the filler in place; nail size is 10d."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Chamfer"
    },
    {
      "label": "Dimension",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint detail, plan"
    },
    {
      "label": "Preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "Preformed joint filler"
    },
    {
      "label": "Dimension",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint detail, elevation"
    },
    {
      "label": "Barrier/base dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "Barrier side elevation"
    },
    {
      "label": "Expansion joint size",
      "value": "1”",
      "unit": "",
      "appliesTo": "Expansion joint"
    }
  ],
  "notes": [
    "3/4” CHAMFER",
    "1” PREFORMED JOINT FILLER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1” EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop shows details of a 1” expansion joint in a barrier, with plan, elevation, and side-elevation views. The detail identifies preformed joint filler, Type A low modulus silicone sealant, 3/4” chamfers, and galvanized nails for holding the filler in place."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "500B",
      "shape": "bent bars at skewed joint",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Bars are shown bending at the B.F.P.R. or construction joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Identified as B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clear",
      "value": "2\"",
      "unit": "",
      "appliesTo": "B.F.P.R. or construction joint"
    },
    {
      "label": "chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "*SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "AT B.F.P.R. OR CONST. JOINT",
    "℄ BRIDGE",
    "3/4\" CHAMFER",
    "LOW MODULUS SEALANT (TYPE partial)",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five 500B reinforcement bars are diagrammatically shown bending along the skewed joint; accompanying notes direct that the bars are detailed as equivalent full-length bars and reference Georgia DOT placement requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier dimensions and expansion joints are noted."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in barrier."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "600",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bars",
      "tag": "400",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Referenced as pairs."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "600 bars length",
      "value": "10′-0″",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "600 bars quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ℄ 1″ EXPANSION JOINT IN BARRIER.",
    "** 4. ℄ 1″ EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓐ 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": "This crop is a notes block from a bridge drawing. It gives diaphragm-reference, barrier and fence-post dimensioning, barrier/deck joint, slab reinforcement, and reinforcement lap requirements."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/8” = 1’-0”",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A",
    "Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 2 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "L SIZE",
    "0019181_0005.dgn"
  ],
  "description": "This crop shows the title block for a Georgia Department of Transportation bridge drawing. The sheet is titled “DECK PLAN - 2 OF 3” for SR 21 at NS #620272Y in Jenkins County, project 0019181."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [
    "1 INCH WHEN PRINTED FULL (partial)"
  ],
  "labels": [
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER (seal; partial)",
    "DATE",
    "REVISIONS",
    "BY",
    "DRAWING NO.",
    "35-0005",
    "DGE SHEET (partial)",
    "3 OF 21"
  ],
  "description": "This crop shows a portion of the drawing title block and revision table. It includes part of a Georgia professional engineer seal, drawing number 35-0005, partial bridge sheet identification, sheet count, and a printed full-size scale reference."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as “BEAM SHEETS” for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location is referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Notes address barrier dimensions and expansion joints."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along the inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified in barrier in Notes 3 and 4."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck per Note 4."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced over intermediate bents 2 and 3."
    },
    {
      "name": "intermediate bent",
      "tag": "2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in Note 5 only."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar designations/quantities are partially unclear in Note 5; lap splices are addressed in Note 6."
    }
  ],
  "measurements": [
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 3"
    },
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 4"
    },
    {
      "label": "bar length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "reinforcement notation/quantity as printed",
      "value": "2-600",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "bar notation/quantity as printed",
      "value": "400",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ½\" EXPANSION JOINT IN BARRIER.",
    "** 4. ½\" EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "[circled *] 5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "[two circled *] 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block containing six general bridge construction notes. It documents diaphragm-location referencing, barrier and fence-post dimensioning, barrier/deck joint requirements, and reinforcement placement and lap-splice requirements over intermediate bents 2 and 3."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "printed scale check",
      "value": "1",
      "unit": "INCH",
      "appliesTo": "WHEN PRINTED FULL S..."
    }
  ],
  "notes": [],
  "labels": [
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.I9371",
    "PROFESSIONAL",
    "R... SASTRY (partial)",
    "DATE",
    "REVISIONS",
    "BY",
    "DRAWING NO.",
    "35-0005",
    "BRIDGE SHEET",
    "5 OF 21",
    "1 INCH WHEN PRINTED FULL S... (partial)"
  ],
  "description": "This crop shows part of a bridge drawing title block and an empty revision-log grid with DATE, REVISIONS, and BY column headings. It also includes a professional engineer seal, drawing number 35-0005, and sheet identification 5 OF 21."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/8” = 1’-0”",
      "unit": "",
      "appliesTo": "DECK PLAN - 2 OF 3"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 2 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "FULL SIZE",
    "0019181_0005.dgn"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. The sheet is identified as “DECK PLAN - 2 OF 3” for SR 21 @ NS #620272Y in Jenkins County, bridge number 0019181."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent bars",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Bars shown terminating/bending at skewed joint."
    },
    {
      "name": "construction joint",
      "tag": "B.F.P.R. OR CONST. JOINT",
      "shape": "skewed diagonal joint line",
      "material": "",
      "count": 1,
      "note": "Shown through main slab reinforcement detail."
    },
    {
      "name": "chamfer",
      "tag": "",
      "shape": "chamfered edge",
      "material": "",
      "count": null,
      "note": "Callout is partially cropped."
    },
    {
      "name": "low modulus sealant",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout text is partially cropped."
    }
  ],
  "measurements": [
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars"
    },
    {
      "label": "chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "chamfer"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR.",
    "LOW MODULUS SIL[partial] SEALANT (TYPE A[partial]"
  ],
  "labels": [
    "MAIN SLAB REINF.",
    "B.F.P.R. OR CONST. JOINT",
    "AT B.F.P.R. OR CONST. JOINT",
    "⊥ ℄ BRIDGE",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five bent reinforcement bars are depicted adjacent to the diagonal joint, with a 2 inch clear dimension and notes referring to equivalent full-length bar detailing and placement of the 500B bar."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck slab",
      "tag": "SPAN 2",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two separated deck-plan portions are shown, one at PGL WESTBOUND and one at PGL EASTBOUND."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1–12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck portion; Beams 7 through 12 are shown in the lower deck portion."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0” EDGEBEAM, TYP. along the outside deck edges."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "linear transverse diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10” CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the outside deck edges; spacing is dimensioned."
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502D",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Repeated bar callouts at deck edges."
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502E",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Repeated bar callouts at deck edges."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400B",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Shown in each deck portion."
    },
    {
      "name": "Reinforcement bar",
      "tag": "400C",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Shown in each deck portion."
    },
    {
      "name": "Reinforcement bar",
      "tag": "500B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Shown in the bar bending detail at skew."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "82'-0”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "Deck-width segment",
      "value": "16'-4½”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions; repeated"
    },
    {
      "label": "Deck-width segment",
      "value": "16'-6”",
      "unit": "",
      "appliesTo": "SPAN 2 deck portions"
    },
    {
      "label": "Fence-post end offset",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "Fence post spacing at outside deck edges"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6”",
      "unit": "",
      "appliesTo": "Fence posts; repeated"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-10½”",
      "unit": "",
      "appliesTo": "Fence posts; repeated adjacent to CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "End offset",
      "value": "2'-0”",
      "unit": "",
      "appliesTo": "Fence post spacing adjacent to CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet size",
      "value": "8”",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Minimum reinforcement lap",
      "value": "2'-0”",
      "unit": "",
      "appliesTo": "400C reinforcement bar"
    },
    {
      "label": "Reinforcement dimension",
      "value": "5'-0”",
      "unit": "",
      "appliesTo": "Deck-edge reinforcement callouts"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "Deck plan; marked TYP."
    },
    {
      "label": "Gutter-to-gutter dimension",
      "value": "40'-0”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "Out-to-out dimension",
      "value": "43'-7”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "Gutter-to-out dimension",
      "value": "1'-9½”",
      "unit": "",
      "appliesTo": "Each deck portion"
    },
    {
      "label": "PGL-to-deck-edge dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "PGL WESTBOUND and PGL EASTBOUND"
    },
    {
      "label": "Bearing/direction",
      "value": "N 83°-43'-21.7” E",
      "unit": "",
      "appliesTo": "Construction alignment"
    },
    {
      "label": "Cover dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Bar bending detail; label is partial: 2” CL"
    }
  ],
  "notes": [
    "8” FILLET, TYP.",
    "1'-0” EDGEBEAM, TYP.",
    "10” CONCRETE DIAPHRAGM, TYP.",
    "2'-0” MIN. LAP",
    "81°-20'-05.0”, TYP.",
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIV FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR.",
    "AT B.F.P.R. OR CONST. JOINT"
  ],
  "labels": [
    "SPAN 2",
    "DECK PLAN",
    "FENCE POST SPACING",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "GUTTER TO OUT",
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "BAR BENDING DETAILS AT SKEW",
    "NO SCALE",
    "2” CL (partial)"
  ],
  "description": "This crop is the SPAN 2 DECK PLAN, showing two skewed deck portions separated at the construction centerline for SR 21. It documents Beams 1 through 12, edgebeams, concrete diaphragms, fence-post layout, deck reinforcement callouts, dimensions, and a bar-bending detail at skew."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "tapered trapezoidal plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, one for westbound and one for eastbound traffic."
    },
    {
      "name": "C beam",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "linear beam lines in plan",
      "material": "",
      "count": 12,
      "note": "Each beam is individually labelled C BEAM 1 to C BEAM 12."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear end closure",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear end closure",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" ENDWALL."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse linear diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "Fence posts",
      "tag": "",
      "shape": "point symbols along deck edge",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing dimensions are shown."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width, upper deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck-width bay, upper deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, upper deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge offset, upper deck",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "dimension at marked locations, upper deck",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* marked locations"
    },
    {
      "label": "vertical deck-edge offset, upper deck",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "gutter to gutter, upper deck",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out to out, upper deck",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "PGL Westbound to construction centerline",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post offset at central transition",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width segment",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "central transition lower width segment",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing at lower central transition",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post offset at lower central transition",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "vertical deck-edge offset, lower deck",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "gutter to gutter, lower deck",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "out to out, lower deck",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "PGL Eastbound to construction centerline",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "overall deck width, lower deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "deck-width bay, lower deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing, lower deck",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge offset, lower deck",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower deck"
    },
    {
      "label": "skew angle, shown at multiple locations",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "bearing / alignment angle",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "SPAN 3",
    "DECK PLAN",
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN. It shows two tapered deck-plan areas, identified by PGL WESTBOUND and PGL EASTBOUND, with C BEAM 1 through C BEAM 12, transverse concrete diaphragms, endwalls, paving rests, edgebeams, and fence-post spacing. The central area is referenced to CONSTRUCTION ℄ SR 21 and includes skew-angle and deck-width dimensions."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "BRIDGE SHEET",
      "value": "6 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUN A SASTRY",
    "DATE",
    "REVISIONS",
    "BY",
    "DRAWING NO. 35-0006",
    "BRIDGE SHEET",
    "SCALE",
    "DESIGNED",
    "DRAWN",
    "DEF...",
    "ENGIN...",
    "JEN...",
    "E..."
  ],
  "description": "This crop shows a portion of the bridge drawing title block, including the professional engineer seal, drawing number, bridge sheet number, and revision-log columns. The right-side title block information is only partially visible and some text is cut off."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered rectangular plan area",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck plan areas are shown, separated at the PGL Westbound/Eastbound interface."
    },
    {
      "name": "beam",
      "tag": "BEAM 1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 2",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 3",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 5",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 6",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 7",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 8",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 9",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 10",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 11",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as typical 1'-0\" edgebeam."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 1'-6\" endwall and 3'-0\" endwall outside exterior beam are called out."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" fillet, typical."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": null,
      "note": "Post locations and fence post spacing are shown around the deck edges."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "linear reference",
      "material": "",
      "count": 1,
      "note": "Bent reference line shown in each deck area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 3/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "BEAM 1 and BEAM 2; BEAM 11 and BEAM 12"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "fillet thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest width",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "gutter dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "central separation dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "upper intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "upper width division",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck area"
    },
    {
      "label": "construction centerline width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "lower intermediate width division",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck area"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "END POST"
    }
  ],
  "notes": [
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST"
  ],
  "labels": [
    "FENCE POST SPACING",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "81°-20'-05.0\", TYP.",
    "N 83°-43'-21.7\" E",
    "SPAN 3",
    "DECK PLAN",
    "*",
    "**"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN for a bridge deck, showing two adjacent tapered deck plan areas associated with PGL WESTBOUND and PGL EASTBOUND. It identifies BEAM 1 through BEAM 12, deck edge geometry, fence-post locations and spacing, endwalls, paving rests, typical fillets, and concrete diaphragms at B.F.P.R. BENT 4."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/8” = 1’-0”",
      "unit": "",
      "appliesTo": "DECK PLAN - 3 OF 3"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 3 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "FULL SIZE",
    "0019181_0006.dgn"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. It identifies the sheet as Deck Plan - 3 of 3 for Bridge No. 1 LT. and RT., SR 21 @ NS #620272Y in Jenkins County."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "printed scale check",
      "value": "1",
      "unit": "INCH",
      "appliesTo": "WHEN PRINTED FULL SIZE"
    }
  ],
  "notes": [],
  "labels": [
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY",
    "DRAWING NO.",
    "35-0006",
    "BRIDGE SHEET",
    "6 OF 21",
    "1 INCH WHEN PRINTED FULL SIZE",
    "DESIGNED",
    "DRAWN",
    "DE (partial)",
    "ENG (partial)",
    "JEN (partial)",
    "SCAL (partial)"
  ],
  "description": "This crop shows a portion of the drawing title block for Bridge Sheet 6 of 21, Drawing No. 35-0006. It includes the professional engineer registration seal for Aruna Sastry, revision/date columns, and a one-inch printed-size check bar."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 3 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "0019181_0006.dgn",
    "FULL SIZE"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. The sheet is identified as Deck Plan - 3 of 3 for SR 21 @ NS #620272Y in Jenkins County, Bridge No. 1 LT. and RT.; no constructional detail is shown within the crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "unidentified partial outlined element",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": null,
      "note": "Only the upper portion is visible at the lower right of the crop; no identifying tag is shown."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension to centerline",
      "value": "14'-2½\"",
      "unit": "",
      "appliesTo": "℄ SR 21/MILLEN BYPASS"
    }
  ],
  "notes": [
    "UCTION JOINT",
    "ECK, TYP. (partial; text cut off at left)"
  ],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY"
  ],
  "description": "This crop shows a centerline/alignment callout for SR 21/MILLEN BYPASS, with the centerline also identified as the construction and symmetry centerline. A horizontal dimension of 14'-2½\" is shown to the centerline, and only a partial tapered outlined element is visible at the lower right."
}