Deck Slab

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "longitudinal rectangular deck profile",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length in elevation."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 1",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "abutment wall",
      "tag": "WALL NO. 2",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Front face is called out."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "rectangular pier column with rectangular cap",
      "material": "",
      "count": 1,
      "note": "Shown with a pile-supported footing."
    },
    {
      "name": "pile-supported footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One beneath each visible bent; individual piles are shown but not tagged."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical",
      "material": "",
      "count": null,
      "note": "Visible below both bent footings; exact count is unclear at this crop resolution."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Fixed bearings shown at Bent 2."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Expansion bearings shown at Wall No. 1, Bent 3, and Wall No. 2."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular mesh panel",
      "material": "chain link wire",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "future access road",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed centerline",
      "material": "",
      "count": 1,
      "note": "Centerline is identified."
    },
    {
      "name": "future groundline",
      "tag": "",
      "shape": "irregular profile",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "approximate existing groundline",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\" ***",
      "unit": "",
      "appliesTo": "bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "Span length",
      "value": "82'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "Span length",
      "value": "55'-0\" ***",
      "unit": "",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "APPROXIMATE EXISTING GROUNDLINE",
    "NOTES — partial note block visible at right edge; text is cut off and illegible in part."
  ],
  "labels": [
    "PLAN",
    "B.F.P.R. BENT 1 ***",
    "BENT 2 **",
    "BENT 3 **",
    "B.F.P.R. BENT 4 ***",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "ELEVATION"
  ],
  "description": "This crop principally shows an elevation of a bridge with end walls, Bents 2 and 3, deck superstructure, bearings, and pile-supported bent footings. The bridge is dimensioned as three spans of 55'-0\", 82'-0\", and 55'-0\", with a stated total length of 192'-0\". A partial plan heading and dimension string are visible above the elevation."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck/bridge outline",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel bridge outlines are shown; no deck material is stated."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 1L is called out at the west end of the upper bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 2L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4L",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 4L is called out at the east end of the upper bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 1R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 1R is called out at the west end of the lower bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 2R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4R",
      "shape": "line/axis",
      "material": "",
      "count": 1,
      "note": "B.F.P.R. BENT 4R is called out at the east end of the lower bridge."
    },
    {
      "name": "Wall",
      "tag": "WALL 1",
      "shape": "linear front face",
      "material": "",
      "count": null,
      "note": "Front face is indicated at the upper and lower left sides of the crop."
    },
    {
      "name": "Wall",
      "tag": "WALL 2",
      "shape": "linear front face",
      "material": "",
      "count": null,
      "note": "Front face is indicated at the upper and lower right sides of the crop."
    },
    {
      "name": "Existing railroad track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Identified as Central of Georgia Railroad Company existing track."
    },
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Future access road",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Minimum dimension",
      "value": "12'-1\" MIN.",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track area"
    },
    {
      "label": "Dimension",
      "value": "74'-7 5/16\"",
      "unit": "",
      "appliesTo": "Upper bridge/track area"
    },
    {
      "label": "Bearing",
      "value": "N. 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Alignment marked AHEAD / TO PERKINS"
    },
    {
      "label": "Dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "Future track area"
    },
    {
      "label": "Dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge point of minimum vertical clearance"
    },
    {
      "label": "Width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge, GUTTER TO GUTTER"
    },
    {
      "label": "Width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Upper bridge, OUT TO OUT"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Upper bridge, TYP."
    },
    {
      "label": "Station",
      "value": "18+16.85",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "303+80.83",
      "unit": "",
      "appliesTo": "CL CENTRAL OF GEORGIA RAILROAD COMPANY"
    },
    {
      "label": "Station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BRIDGE"
    },
    {
      "label": "Station",
      "value": "17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Reference milepost",
      "value": "D-0080.54",
      "unit": "",
      "appliesTo": "RRMP"
    },
    {
      "label": "Bearing",
      "value": "N. 83°-43'-21.7\"",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "19+08.93",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "19+15.00",
      "unit": "",
      "appliesTo": "END BRIDGE"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21/railroad crossing clearance area"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21/railroad crossing clearance area"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Lower bridge, TYP."
    },
    {
      "label": "Width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge, GUTTER TO GUTTER"
    },
    {
      "label": "Width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Lower bridge, OUT TO OUT"
    },
    {
      "label": "Dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge point of minimum vertical clearance"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Lower bridge, TYP."
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Minimum horizontal clearance area"
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Minimum horizontal clearance area"
    },
    {
      "label": "Dimension",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "Minimum dimension",
      "value": "14'-1\" MIN.",
      "unit": "",
      "appliesTo": "Lower-right clearance area"
    },
    {
      "label": "Dimension",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
    },
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    }
  ],
  "notes": [
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN"
  ],
  "labels": [
    "PLAN",
    "℄ FUTURE ACCESS ROAD",
    "℄ FUTURE TRACK",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "AHEAD",
    "TO PERKINS",
    "END BRIDGE",
    "N.",
    "LOCATION",
    "LEFT BRI"
  ],
  "description": "This crop is a plan view of two parallel, skewed bridge outlines crossing the Central of Georgia Railroad Company existing track and SR 21 alignment. It documents bent locations 1L through 4L and 1R through 4R, wall front-face references, bridge geometry, stations, skew angles, clearances, and overall/span lengths."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN I",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan portions are shown on opposite sides of the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1–6 are shown in the upper portion and Beams 7–12 in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the exterior edges."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Exterior endwalls are called out as 3'-0\" outside exterior beam and 1'-6\" at the opposite end."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 4,
      "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 post",
      "tag": "* / **",
      "shape": "point",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are indicated; individual post count cannot be reliably determined from the crop."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent line is shown in each deck-plan portion."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN I deck"
    },
    {
      "label": "deck-width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN I deck; shown three times"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts; shown at exterior end locations"
    },
    {
      "label": "edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck edge / fence-post layout"
    },
    {
      "label": "fence-post end spacing",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts; shown in pairs"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, TYP."
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck / B.F.P.R. BENT 1; TYP."
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm; TYP."
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam; TYP."
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "deck width gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "deck width out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "edge vertical dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge; shown repeatedly"
    },
    {
      "label": "end-post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts; shown repeatedly"
    },
    {
      "label": "fence-post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "upper center deck layout; shown twice"
    },
    {
      "label": "overall intermediate dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "upper center deck layout"
    },
    {
      "label": "overall intermediate dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "center deck layout"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "lower center deck layout; shown twice"
    },
    {
      "label": "intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "lower center deck layout"
    },
    {
      "label": "end-post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence-post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "vertical dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck layout; shown twice"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline / deck layout"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "400A",
    "12-502A",
    "12-502B",
    "12-502C",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span I, showing two skewed deck-plan portions separated at the construction centerline of SR 21. It documents the beam layout, exterior edge beams and endwalls, diaphragms, paving rests, fence-post spacing, deck widths, skew geometry, and westbound/eastbound profile-grade-line references."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, separated at the construction centerline."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Both 3'-0\" endwall outside exterior beam and 1'-6\" endwall are called out."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "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": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "* and **",
      "shape": "point symbols",
      "material": "",
      "count": null,
      "note": "Fence post spacing and end post locations are dimensioned."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width divisions",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "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 between marked points",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "* fence post symbols"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "dimension",
      "value": "17'-4⅚\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "52'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2³⁄16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at end post",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "distance between deck areas",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing/skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "FENCE POST SPACING",
    "GUTTER TO GUTTER",
    "OUT TO OUT"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "400A",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN 1",
    "DECK PLAN"
  ],
  "description": "This crop is a plan view titled SPAN 1 DECK PLAN. It shows two skewed deck areas with beams 1 through 12, edgebeams, endwalls, paving rests, concrete diaphragms, and fence-post spacing layout. The construction centerline for SR 21 and westbound/eastbound PGL lines are shown between the two deck areas."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier and fence post dimensions are measured along inside face of barrier; expansion joints noted in barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier."
    },
    {
      "name": "expansion joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier and required construction joint in deck."
    },
    {
      "name": "construction joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as pairs in top of slab."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "**"
    },
    {
      "label": "Reinforcement bar quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "Reinforcement bar length",
      "value": "10’-0” LONG",
      "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. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 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."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for bridge work. It provides diaphragm-location reference, barrier and fence-post dimensioning guidance, expansion/construction-joint requirements, and top-slab reinforcing information at intermediate bents 2 and 3."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Includes noted expansion joints; dimensions measured along inside face."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint noted in barrier; one note also requires a construction joint in deck."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3 is referenced."
    },
    {
      "name": "Intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in slab reinforcement note."
    },
    {
      "name": "400 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pairs of bars referenced in top-of-slab note."
    },
    {
      "name": "600 bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown as 2-600, 10'-0” long, between each pair of 400 bars."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "Barrier"
    },
    {
      "label": "Bar length",
      "value": "10'-0”",
      "unit": "",
      "appliesTo": "600 bars"
    },
    {
      "label": "Bar quantity/designation",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600 bars"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 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."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a bridge drawing notes block. It gives diaphragm-location, barrier and fence-post dimensioning, barrier expansion-joint, deck construction-joint, and top-of-slab reinforcement notes over intermediate bents 2 and 3."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "trapezoidal in plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–℄ BEAM 12",
      "shape": "rectangular in plan",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck footprint and Beams 7 through 12 in the lower footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" endwall outside exterior beam, typical."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" endwall."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "tapered in plan",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A is called out once in each deck footprint."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol in plan",
      "material": "",
      "count": null,
      "note": "Posts are shown along the deck edges with fence post spacing dimensions."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "circular symbol in plan",
      "material": "",
      "count": 2,
      "note": "One end post is called out at each left-side end."
    }
  ],
  "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": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "deck dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-5 1/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "span length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 3/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is the SPAN I DECK PLAN. It shows two adjacent trapezoidal deck footprints crossing CONSTRUCTION ℄ SR 21, with twelve numbered beams, endwalls, edgebeams, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post layout dimensions. PGL WESTBOUND and PGL EASTBOUND are identified within the respective deck-plan areas."
}

{
  "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": "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": "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": "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": "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": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "",
      "count": 1,
      "note": "Slab spans across six beams."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 to BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam sections are visible and individually identified from BEAM 1 through BEAM 6."
    },
    {
      "name": "edge upstand",
      "tag": "",
      "shape": "tapered vertical upstand",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside deck edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 30,
      "note": "Callout states 30-400A SPACED AS SHOWN; additional 6-400A and 14-400A distribution callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at 6½ in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "50I",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown under every 500A."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required joint is shown at the right deck edge, parallel with deck."
    }
  ],
  "measurements": [
    {
      "label": "D, interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "D, exterior beams",
      "value": "9⅜”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "overall width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "deck slab; OUT TO OUT"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck slab; GUTTER TO GUTTER"
    },
    {
      "label": "width",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "edge offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "edge dimension",
      "value": "1½”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "minimum dimension",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": "right deck edge; TYP."
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼”",
      "unit": "",
      "appliesTo": "deck slab reinforcement; CL."
    },
    {
      "label": "slab thickness",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1”",
      "unit": "",
      "appliesTo": "deck slab reinforcement; CL."
    },
    {
      "label": "edge vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "edge vertical dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "right deck edge"
    },
    {
      "label": "drip bead size",
      "value": "¾”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "edge dimension",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam end / edge; shown multiple locations"
    },
    {
      "label": "beam spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "BEAM 1 to BEAM 6; shown between adjacent beams"
    },
    {
      "label": "end beam spacing",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "outside edge to BEAM 1 and BEAM 6 to outside edge"
    },
    {
      "label": "reinforcement quantity",
      "value": "30-400A",
      "unit": "",
      "appliesTo": "400A reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "6-400A",
      "unit": "",
      "appliesTo": "400A reinforcement at each outside beam zone"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-400A",
      "unit": "",
      "appliesTo": "400A reinforcement at equal spaces, typical"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "OUT TO OUT",
    "GUTTER TO GUTTER"
  ],
  "description": "This crop is a transverse section through the bridge deck slab, showing the slab over six I-girder beam sections. It documents deck width, beam spacing, slab slope and thickness, reinforcement callouts, edge upstands, a construction joint, and typical drip bead detail."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown over two beam lines; top and bottom reinforcement are depicted."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 2,
      "note": "Two girders are visible beneath the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 58,
      "note": "Callout states 2 between each pair of 400 bars in top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Referenced in the 600-bar callout as bars in top of slab."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered vertical section",
      "material": "",
      "count": 1,
      "note": "Partial barrier section is visible at the left slab edge."
    }
  ],
  "measurements": [
    {
      "label": "600 bars",
      "value": "58",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop shows a transverse section through the bridge deck slab at an intermediate bent. The reinforced concrete deck is shown supported by two I-girders, with a partial edge barrier at the left and a callout for 600 reinforcement bars in the top of slab."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab spans over six beams with overhangs at both edges."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are shown."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown at 6½\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "50I",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown at equal spaces at both exterior beam regions."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "At equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial lower detail only."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial lower detail only."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required joint shown at the right deck edge."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Full-length drip bead, typical."
    }
  ],
  "measurements": [
    {
      "label": "Interior-beam dimension “D”",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "deck slab / interior beams"
    },
    {
      "label": "Exterior-beam dimension “D”",
      "value": "9⅞”",
      "unit": "",
      "appliesTo": "deck slab / exterior beams"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overall out-to-out width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "right portion of deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": "right portion of deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Gutter offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "both deck edges"
    },
    {
      "label": "Edge offset",
      "value": "1½”",
      "unit": "",
      "appliesTo": "both deck edges"
    },
    {
      "label": "Barrier-side minimum width",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": "right edge barrier"
    },
    {
      "label": "Slab clear cover",
      "value": "2¾” CL.",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Slab clear cover",
      "value": "1” CL.",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "End reinforcement spacing",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "14-400A"
    },
    {
      "label": "Beam-side spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam regions"
    },
    {
      "label": "Exterior beam spacing",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "BEAM 1 / BEAM 6 to deck edge"
    },
    {
      "label": "Beam spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "Drip-bead offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Drip-bead size",
      "value": "¾”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Partial lower-detail dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "7-403A detail"
    },
    {
      "label": "Partial lower-detail dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "lower-right partial detail"
    },
    {
      "label": "Partial lower-detail cover",
      "value": "1½” CL. TYP.",
      "unit": "",
      "appliesTo": "403A lower-right partial detail"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅞” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "℄ ¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "AT EQ. SPS.",
    "AT EQUAL SPACES, TYP.",
    "AT EQUAL SPACES"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "℄ SR 21/MIL",
    "= ℄ CONSTR",
    "= ℄ SYMMET",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "7-403A",
    "403A"
  ],
  "description": "This crop primarily shows a transverse section through the bridge deck slab, supported on six I-girders, with deck overhangs and edge barriers. It documents slab geometry, beam spacing, deck reinforcement callouts, a construction joint, and a full-length triangular drip bead; partial additional details are visible along the bottom and right edges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 1,
      "note": "Supported across the visible beam line."
    },
    {
      "name": "bridge beams/girders",
      "tag": "",
      "shape": "I-girder-like profile as drawn",
      "material": "",
      "count": 5,
      "note": "Five beam profiles are visible below the deck slab."
    },
    {
      "name": "diaphragms between beams",
      "tag": "",
      "shape": "rectangular/stepped blocks as drawn",
      "material": "",
      "count": 4,
      "note": "Located in the four spaces between the five visible beams."
    },
    {
      "name": "edge barriers/parapets",
      "tag": "",
      "shape": "tapered vertical profiles",
      "material": "",
      "count": 2,
      "note": "Both are only partially visible at the left and right crop edges."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "straight bars",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Two separate callouts read 2-507A; total placement count cannot be determined from this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "straight bars",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1-inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "end spacing at 403A bar group",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "reinforcement quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "end spacing at 403A bar group",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcement quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "507A"
    }
  ],
  "notes": [],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM",
    "FENC (partial)"
  ],
  "description": "This crop is a cross section titled \"SECTION THRU DIAPHRAGM,\" showing a sloping deck slab supported over five visible beam/girder profiles. It documents the diaphragms between the beams and the associated reinforcement callouts, including 403A, 402A, 507A, and 1-inch diameter plain bar."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab is shown continuous across the girder line with a 2% cross slope."
    },
    {
      "name": "girders",
      "tag": "",
      "shape": "I-girder / bulb-tee-like section",
      "material": "",
      "count": 5,
      "note": "Five longitudinal girder sections are visible beneath the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces between 5 in. end offsets."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": "Callout points to reinforcement within a girder section."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "end offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "end offset",
      "value": "5”",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "AT EQUAL SPACES",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a section through a bridge diaphragm, with a sloping deck slab supported by five visible girder sections. Reinforcement callouts identify 403A, 507A, 402A, and a 1 in. diameter plain bar; the profile grade line is identified as SR 21 WB = PGL."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion is shown; TOP OF BEAM is identified."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Shown as two 2-507A callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "circular bar ends shown",
      "material": "",
      "count": 4,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar mark shown without a printed quantity."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Labeled 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm width",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "clear dimension, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "TOP OF BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPANS 1 AND 3",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a section through a 10-inch concrete diaphragm for Spans 1 and 3, at the beam and slab. The diaphragm reinforcement is shown with 507A, 402A, and 403A bar callouts and a 1-inch-diameter plain bar; slab reinforcement is not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown across the girder line with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Typical callout directs edge beam to be poured flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge; fence is noted as not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at left end of 404 bar group",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "dimension at right end of 404 bar group",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-509",
      "unit": "",
      "appliesTo": "reinforcement bar 509"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-508",
      "unit": "",
      "appliesTo": "reinforcement bar 508"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-802",
      "unit": "",
      "appliesTo": "reinforcement bar 802"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "1-801",
      "unit": "",
      "appliesTo": "reinforcement bar 801"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "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 DIAPHRAGM",
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop shows a transverse bridge section through the diaphragm and edge-beam region. It depicts a sloping concrete deck over six I-girders, exterior edge beams and tapered exterior barriers, with reinforcement callouts and edge-beam forming instructions."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular thickened slab edge",
      "material": "concrete",
      "count": 2,
      "note": "Shown at both outside deck edges; pour flush with outside face of beam."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Supporting girders shown below the deck slab."
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous cap is shown beneath the girders."
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Called out as 8-404 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-509."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-508."
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-802."
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout shown as 1-801."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout shown as 2-800."
    }
  ],
  "measurements": [
    {
      "label": "Typical slab/overhang thickness",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab / edge beam"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "End distance",
      "value": "2”",
      "unit": "",
      "appliesTo": "reinforcement bar 404"
    },
    {
      "label": "Reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 800"
    },
    {
      "label": "Form removal time",
      "value": "72 HOURS",
      "unit": "",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28 DAY",
      "unit": "",
      "appliesTo": "deck concrete"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a cross section titled SECTION THRU EDGE BEAM, showing the sloped deck slab and outside edge beams over six I-section girders on a stepped bent cap. Reinforcement callouts are shown within the deck/edge-beam and girder region, along with notes for edge-beam pouring, bearing pads, fence, and form removal."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Slab thickness is specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "INTERIOR BEAMS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” applies from top of slab to top of beams at centerline bearing."
    },
    {
      "name": "beams",
      "tag": "EXTERIOR BEAMS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” applies from top of slab to top of beams at centerline bearing."
    }
  ],
  "measurements": [
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” dimension",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "INTERIOR BEAMS"
    },
    {
      "label": "“D” dimension",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "EXTERIOR BEAMS"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅛″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a bridge superstructure note specifying slab thickness and the vertical dimension “D” at beam centerline bearings. It distinguishes the required “D” dimensions for interior and exterior beams and directs variation between bearings for dead-load deflection and vertical curve."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab section is shown over beams, with an exterior overhang."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "partial I-girder/beam section",
      "material": "",
      "count": 2,
      "note": "Only the upper portions of two beams are visible at the bottom of the crop."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Located at the exterior slab edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout states 502 AT EVERY 500A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "circular section/linear",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout states 500A AT 6½ in; additional callout states 50I UNDER EVERY 500A."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” — interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” — exterior beams",
      "value": "9⅛”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Horizontal dimension",
      "value": "1½”",
      "unit": "",
      "appliesTo": "exterior edge detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "1'-8”",
      "unit": "",
      "appliesTo": "exterior overhang"
    },
    {
      "label": "Vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "exterior slab edge"
    },
    {
      "label": "Reinforcement spacing callout",
      "value": "500A",
      "unit": "",
      "appliesTo": "502"
    },
    {
      "label": "Reinforcement location",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A"
  ],
  "labels": [],
  "description": "This crop shows an exterior bridge deck cross section at a parapet/barrier and over the tops of supporting beams. It documents slab thicknesses, the variable dimension “D,” deck slope, exterior overhang dimensions, and reinforcement callouts."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "",
      "count": 1,
      "note": "Shown transversely over six beams; slab depth varies as dimension “D”."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam cross sections are visible beneath the slab."
    },
    {
      "name": "concrete traffic barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each outside edge of the slab."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Callout identifies a required construction joint parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Callout indicates drip bead full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout: 502 at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 30,
      "note": "30-400A spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at 6½ in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "501 under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 6,
      "note": "6-400A at equal spaces is shown at each exterior beam location."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 14,
      "note": "14-400A at equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "Partially shown in the lower cropped detail; at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Partially shown in the lower cropped detail."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck width"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck width"
    },
    {
      "label": "deck width dimension",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "14'-2½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge dimension",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "deck edge"
    },
    {
      "label": "barrier height",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "concrete traffic barrier"
    },
    {
      "label": "barrier height",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "concrete traffic barrier"
    },
    {
      "label": "minimum dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck edge, TYP."
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¾\"",
      "unit": "in",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "beam-side dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam, TYP."
    },
    {
      "label": "beam-side dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam, TYP."
    },
    {
      "label": "exterior dimension",
      "value": "4⅜\"",
      "unit": "in",
      "appliesTo": "exterior beam location"
    },
    {
      "label": "exterior dimension",
      "value": "4⅜\"",
      "unit": "in",
      "appliesTo": "exterior beam location"
    },
    {
      "label": "left overhang",
      "value": "3'-0½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 1 to BEAM 2"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 2 to BEAM 3"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 3 to BEAM 4"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 4 to BEAM 5"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 5 to BEAM 6"
    },
    {
      "label": "right overhang",
      "value": "3'-0½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "drip bead dimension",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "reinforcement end dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A, partial lower detail"
    },
    {
      "label": "reinforcement end dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A, partial lower detail"
    },
    {
      "label": "partial lower detail dimension",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail"
    },
    {
      "label": "clear cover",
      "value": "1½\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail, TYP."
    },
    {
      "label": "partial lower detail dimension",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅛” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with tapered edge barriers and deck reinforcement callouts. It documents slab geometry, beam spacing, overhangs, reinforcement, construction joint, and drip-bead requirements; partial portions of additional details are visible below and at the right edge."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab spans over six beams; slab thickness is called out."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are identified as C BEAM 1 through C BEAM 6."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered parapet/barrier",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge of the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 6,
      "note": "Called out at equal spaces at each exterior side."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 14,
      "note": "Called out at equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 30,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Called out at 6 1/2 inches and under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "14'-2½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum, typical",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "triangular drip bead",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "\"D\""
    },
    {
      "label": "exterior beams",
      "value": "9⅝\"",
      "unit": "",
      "appliesTo": "\"D\""
    }
  ],
  "notes": [
    "FLECTION, AND VERTICAL CURVE.",
    "INTAIN A CONSTANT SLAB THICKNESS OF 7¾\"",
    "TWEEN BEAMS AND 8\" IN OVERHANGS.",
    "\"D\" = 8¾\" INTERIOR BEAMS",
    "\"D\" = 9⅝\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½\"",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB"
  ],
  "description": "This crop is a transverse section through the bridge deck slab, showing the slab over six I-shaped beams and the exterior edge barriers. It documents deck width, beam spacing, slab reinforcement callouts, slab slope and thickness, construction-joint requirement, and a typical drip bead."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown over intermediate bents with reinforcing bars in the slab."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "tapered pedestal/column with rectangular footing",
      "material": "",
      "count": 2,
      "note": "Only two bents are visible in this section fragment."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "longitudinal bars",
      "material": "",
      "count": 58,
      "note": "Callout identifies bars between each pair of 400 bars in top of slab over intermediate bents."
    },
    {
      "name": "top slab reinforcement bars",
      "tag": "400",
      "shape": "longitudinal bars",
      "material": "",
      "count": null,
      "note": "Referenced by the 58-600 bar callout; individual bars are not otherwise tagged or countable."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement bar quantity and spacing",
      "value": "58-600",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "top slab bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "top slab reinforcement bars"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 deck slab reinforcement"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a section through the bridge deck slab at intermediate bents. It shows the slab spanning over two visible tapered intermediate bent supports and a callout for 58-600 reinforcement located between pairs of 400 bars in the top of slab."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular, slightly sloping longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Shown spanning over intermediate bents."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "pedestal base with tapered/haunched column",
      "material": "",
      "count": 2,
      "note": "Two bent supports are visible beneath the slab."
    },
    {
      "name": "parapet or barrier",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 1,
      "note": "Visible at the left end of the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "linear bars shown in slab",
      "material": "",
      "count": null,
      "note": "Callout indicates bars in the top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "400 BARS",
      "shape": "linear bars shown in slab",
      "material": "",
      "count": null,
      "note": "Referenced by the reinforcement callout."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout",
      "value": "58-600",
      "unit": "",
      "appliesTo": "58-600 reinforcement bars"
    },
    {
      "label": "quantity between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 reinforcement bars"
    },
    {
      "label": "bar reference",
      "value": "400",
      "unit": "BARS",
      "appliesTo": "400 BARS"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a section through the bridge slab at intermediate bents. It shows the slab supported by two visible bent profiles, with a tapered parapet or barrier profile at the left and a reinforcement callout for the top of slab over intermediate bents."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Supports the girder units shown below."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered vertical barrier",
      "material": "",
      "count": 2,
      "note": "Visible at the left and right edges of the section."
    },
    {
      "name": "girder units",
      "tag": "",
      "shape": "I-shaped",
      "material": "",
      "count": 5,
      "note": "Five adjacent girder sections are visible beneath the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "straight bar",
      "material": "",
      "count": 7,
      "note": "Shown at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Upper reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": "Internal reinforcement callout."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "Lower reinforcement callout."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bar"
    },
    {
      "label": "reinforcement spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "7-403A reinforcement bar"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop is a section titled \"SECTION THRU DIAPHRAGM\" through a bridge deck and five adjacent I-shaped girder units. It shows the sloping deck, edge barriers, diaphragm-area reinforcement callouts, and the SR 21 WB profile grade line reference."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered vertical barrier",
      "material": "",
      "count": 2,
      "note": "One at each outer edge of the section."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "rectangular/bulb-ended beam sections",
      "material": "",
      "count": 5,
      "note": "Five adjacent beam sections are shown below the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "solid vertical web/block",
      "material": "",
      "count": null,
      "note": "Section title identifies this as a section through diaphragm; individual diaphragm elements are not clearly tagged."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "linear bar",
      "material": "",
      "count": 7,
      "note": "Called out at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "linear bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "edge spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "reinforcing-bar quantity and spacing",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A"
    },
    {
      "label": "bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A"
    },
    {
      "label": "reinforcing-bar quantity",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A"
    }
  ],
  "notes": [
    "AT EQUAL SPACES",
    "1″ DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop is a transverse section titled \"SECTION THRU DIAPHRAGM.\" It shows a sloping bridge deck with two outer edge barriers and five adjacent beam/girder sections below, together with reinforcement callouts and the SR 21 WB profile-grade-line reference."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "continuous sloping slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown spanning across the girders."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross sections are visible."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "continuous beam at deck edge",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered parapet profile",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 8,
      "note": "AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "supporting cap or diaphragm",
      "tag": "",
      "shape": "stepped continuous member",
      "material": "",
      "count": 1,
      "note": "Unlabeled member shown below the girder bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "Typical deck thickness",
      "value": "8",
      "unit": "\"",
      "appliesTo": "deck slab"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Bar offset",
      "value": "2",
      "unit": "\"",
      "appliesTo": "8-404"
    },
    {
      "label": "Deck slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Form removal duration",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "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 DIAPHRAGM",
    "SECTION THRU EDGE BEAM",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows transverse bridge section information identified as sections through a diaphragm and through an edge beam. It depicts a sloped concrete deck over six I-girders, outer edge beams/barriers, reinforcement callouts, and notes concerning omitted bearing pads and edge-beam form removal."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Shown with a 2% cross slope."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out to be poured flush with the outside face of beam, typical."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "concrete",
      "count": 2,
      "note": "One is shown at each outside edge of the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-509",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-508",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement within a girder."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Leader points to reinforcement in the deck."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at equal spaces near the deck edge."
    }
  ],
  "measurements": [
    {
      "label": "typical deck-edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end cover/offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "8-404 reinforcement bar"
    },
    {
      "label": "reinforcement quantity and mark at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "reinforcement bar 8-404"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-800",
      "unit": "",
      "appliesTo": "reinforcement bar 2-800"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled \"SECTION THRU EDGE BEAM\" through a bridge deck supported by six I-girders. It shows the sloped deck, outside edge beams and parapet/barrier profiles, along with reinforcement callouts and edge-beam forming instructions."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in removal instruction; no form geometry is shown."
    },
    {
      "name": "deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in deck pour and concrete-strength instruction; no geometry is shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    }
  ],
  "measurements": [
    {
      "label": "minimum time after deck pour before edge beam form removal",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK."
  ],
  "labels": [],
  "description": "This crop contains construction notes only. It gives the edge-beam-form removal condition following the deck pour and identifies the viewing direction for sections of the left and right bridges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning over two beam sections."
    },
    {
      "name": "girder/beam",
      "tag": "",
      "shape": "I-girder section",
      "material": "",
      "count": 2,
      "note": "Two beam sections are visible below the slab."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered vertical section",
      "material": "",
      "count": 1,
      "note": "Visible at the left slab edge only."
    },
    {
      "name": "reinforcement bar",
      "tag": "58-600",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Leader identifies bars in the top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Referenced as paired bars in the top of slab."
    }
  ],
  "measurements": [
    {
      "label": "quantity of 58-600 bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a transverse section through the bridge deck slab at an intermediate bent location. It shows the slab reinforcement arrangement over two I-girder sections and a left-edge barrier/parapet section."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced for Dimension “D”; slab thickness is specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” is measured to top of beams at centerline bearing; interior and exterior beam values are specified."
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅛″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a structural note block defining slab-beam Dimension “D.” It documents the measurement reference, variation between bearings, required slab thicknesses, and Dimension “D” values for interior and exterior beams."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning across the tops of the beams, with an overhang at the left."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 3,
      "note": "Three beam portions are visible; outer beams are cropped."
    },
    {
      "name": "parapet or barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Located at the left slab edge; no tag is shown."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; noted as typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at 6½ inches."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Located under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” — interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” — exterior beams",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "Horizontal dimension at left edge",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "left slab-edge detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "left slab-edge detail"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6½″",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅛” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "501 UNDER EVERY 500A"
  ],
  "labels": [],
  "description": "This crop shows a cross section through a bridge deck slab supported on I-girders, including the left overhang and a tapered edge barrier or parapet. It documents slab thickness, variable dimension “D” at beam centerline bearings, deck slope, and reinforcement callouts."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier parapet",
      "tag": "",
      "shape": "tapered concrete section with vertical outside face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Barrier cross-section shown on a supporting slab edge."
    },
    {
      "name": "supporting deck slab edge",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the slab edge beneath the barrier is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "circular bars shown in section",
      "material": "reinforcing steel",
      "count": 12,
      "note": "Called out as 12-502 in barrier."
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "sloping bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at 14\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at each 503A."
    },
    {
      "name": "drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 2,
      "note": "Specified both sides for the full length of bridge."
    }
  ],
  "measurements": [
    {
      "label": "minimum lap",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "503A and 503B"
    },
    {
      "label": "taper at end post",
      "value": "0\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "clearance",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "clearance",
      "value": "3\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "clearance, two sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "503A spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "503A"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-502",
      "unit": "",
      "appliesTo": "502"
    },
    {
      "label": "drip bead size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "drip bead"
    },
    {
      "label": "horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "supporting deck slab edge"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Detail"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "2\" CL., TWO SIDES",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "3/4\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a transverse barrier detail at the bridge deck edge, including the tapered barrier profile and its supporting slab edge. It documents barrier reinforcement, cover/clearance dimensions, drip bead requirements, and a note for a fence that is not shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two endwall callouts are shown: 3'-0\" ENDWALL and 1'-6\" ENDWALL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck is shown with a 2% slope."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple longitudinal I-girder profiles are shown; the drawing note states certain bar series are not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown at the endwall and noted as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular pad",
      "material": "",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop shows a longitudinal section titled SECTION THRU ENDWALL, including the sloped deck, longitudinal I-girder profiles, endwalls, and jointing at the deck end. It documents endwall dimensions, deck slope, reinforcement callouts, and required construction and filler-joint provisions."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with tapered outer face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at endwall; End Bent 1 shown and End Bent 4 similar."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Placed at 18\" ±, alternating to give 9\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Placed at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "horizontal strip",
      "material": "",
      "count": 1,
      "note": "Located at the slab/endwall interface."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "radius",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternating spacing",
      "value": "9\"",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clear cover",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "12\" ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "5 506B AT 18\" ±, ALT. TO GIVE 9\" SP.",
    "3 1/2\" MIN. CL.",
    "506A AT 18\"",
    "2\" CL. 3 SIDES",
    "8-504B AT 12\" ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "1/2\" PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop is a sectional reinforcement and interface detail titled SECTION AT ENDWALL. It shows the endwall profile, adjacent slab interface, reinforcement callouts, joint filler, waterproofing callout, and a bearing-pad note; End Bent 1 is shown and End Bent 4 is noted as similar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "fence post",
      "tag": "",
      "shape": "cylindrical pipe with curved top",
      "material": "zinc coated",
      "count": 1,
      "note": "Post is shown set in a pipe sleeve at the top of the barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "cylindrical vertical pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Partial adjacent post is visible at left."
    },
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh panel",
      "material": "",
      "count": 1,
      "note": "Partial fence panel visible at left."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "cylindrical pipe sleeve",
      "material": "",
      "count": 1,
      "note": "Called out as standard-weight pipe sleeve."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered barrier cross section",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "horizontal slab",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "non-shrink cement grout",
      "tag": "*",
      "shape": "fill at top of pipe sleeve",
      "material": "non-metallic Portland cement",
      "count": 1,
      "note": "Material note is partially cut off."
    }
  ],
  "measurements": [
    {
      "label": "Pipe diameter, typical",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "Vertical dimension",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "partial left pipe sleeve"
    },
    {
      "label": "Radius",
      "value": "2'-6\"",
      "unit": "",
      "appliesTo": "curved fence post"
    },
    {
      "label": "Angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "curved fence post"
    },
    {
      "label": "Horizontal dimension",
      "value": "10 1/4\"",
      "unit": "",
      "appliesTo": "curved fence post"
    },
    {
      "label": "Overall vertical dimension",
      "value": "10'-4\"",
      "unit": "",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FENCE POST DETAIL"
    }
  ],
  "notes": [
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GR",
    "IN ACCORDANCE WITH ASTM C1107, TROWEL TO PR",
    "POSITIVE DRAINAGE."
  ],
  "labels": [
    "FENCE POST DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a fence post detail, including a curved 2 7/8-inch-diameter pipe post set in a 4-inch-diameter standard-weight pipe sleeve at the top of a barrier. The barrier is shown supported on a slab, with a partial adjacent zinc-coated fence panel and vertical post visible at the left edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Two endwall dimensions are called out: 3'-0\" and 1'-6\"."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bar callout shown within section."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bar callout shown at both ends of the section."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": null,
      "note": "Called out as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "pad",
      "material": "foam",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL (partial)"
  ],
  "description": "This crop shows a section through an endwall, including a sloped deck slab, endwall profiles, joint filler, and reinforcing-bar callouts. The section is referenced to SR 21 WB = PGL and includes construction-joint and foam-filler requirements."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with sloped face",
      "material": "",
      "count": 1,
      "note": "Section at endwall."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular section, partially shown",
      "material": "",
      "count": 1,
      "note": "End-of-beam reinforcement callouts are shown."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Placed alternately."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "straight bar",
      "material": "",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "thin rectangular layer",
      "material": "preformed joint filler",
      "count": 1,
      "note": "Located between the endwall and slab."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": null,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "506B spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "504B spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "506B AT 18” ±, ALT. TO GIVE 9” SP.",
    "3 1/2” MIN. CL.",
    "2” CL. 3 SIDES",
    "8-504B AT 12” ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "1/2” PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN END BENT 4 SIMILAR"
  ],
  "labels": [
    "1-505",
    "4-401",
    "4-900",
    "SECTION AT ENDWALL",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop is a sectional reinforcement and joint detail titled SECTION AT ENDWALL. It shows the endwall adjacent to the end of a beam and slab, including reinforcing-bar callouts, waterproofing, and a preformed joint filler. The detail states that End Bent 1 is shown and End Bent 4 is similar."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh panels",
      "material": "zinc coated",
      "count": 2,
      "note": "Two fence bays are visible in the main elevation."
    },
    {
      "name": "end/pull post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Shown at the left end of the fence elevation."
    },
    {
      "name": "line post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Vertical post shown between the two fence bays."
    },
    {
      "name": "horizontal rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Top, intermediate, and bottom horizontal rails are shown."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Diagonal brace shown from the lower end-post area to the intermediate-post area."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat bar",
      "material": "zinc coated",
      "count": 1,
      "note": "Shown at the left end post."
    },
    {
      "name": "tension bar bands",
      "tag": "",
      "shape": "bands",
      "material": "",
      "count": null,
      "note": "Attached at the left end post."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular pipe sleeve",
      "material": "standard weight pipe",
      "count": 2,
      "note": "Sleeves are shown below the two posts in the main elevation."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": null,
      "note": "Supporting barrier is shown below the fence."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": null,
      "note": "Shown below the barrier."
    }
  ],
  "measurements": [
    {
      "label": "tension bar band spacing",
      "value": "12″ O.C. MAX.",
      "unit": "",
      "appliesTo": "tension bar bands"
    },
    {
      "label": "pipe diameter",
      "value": "1⅝″ DIA.",
      "unit": "",
      "appliesTo": "horizontal rail"
    },
    {
      "label": "pipe diameter",
      "value": "2⅞″ DIA.",
      "unit": "",
      "appliesTo": "end/pull post and line post"
    },
    {
      "label": "horizontal distance",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "end post / construction joint"
    },
    {
      "label": "offset",
      "value": "½″",
      "unit": "",
      "appliesTo": "bottom rail"
    },
    {
      "label": "pipe sleeve depth",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "fence height",
      "value": "5′-1″",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "fence height",
      "value": "4′-7″",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4″ DIA.",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "angle",
      "value": "45°",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾″ = 1′-0″",
      "unit": "",
      "appliesTo": "FENCE ELEVATION"
    }
  ],
  "notes": [
    "TENSION BAR BANDS AT 12″ O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "ZINC COATED FENCE",
    "1⅝″ DIA. PIPE ZINC COATED",
    "2⅞″ DIA. PIPE, TYP.",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "½″ OFFSET",
    "4″ DIA. STD. WT. PIPE SLEEVE"
  ],
  "labels": [
    "CONST. JOINT",
    "FENCE ELEVATION",
    "SCALE: ¾″ = 1′-0″"
  ],
  "description": "This crop shows a fence elevation mounted on a barrier and slab, with zinc-coated chain-link fabric, pipe posts and rails, tension-bar bands, and diagonal truss bracing at the end or pull post. A partial adjacent fence-related detail is visible at the right edge, showing a post in a pipe sleeve and a 45° indication; its remaining text and dimensions are cropped."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh",
      "material": "zinc coated",
      "count": 1,
      "note": "Only a partial adjacent fence panel is visible at the left edge."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe with curved top",
      "material": "zinc coated",
      "count": 1,
      "note": "Post is shown supporting the fence fabric and embedded in a pipe sleeve at the barrier."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular pipe",
      "material": "",
      "count": 1,
      "note": "Shown within the top of the barrier."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Barrier is shown on top of the slab."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the slab is shown."
    }
  ],
  "measurements": [
    {
      "label": "pipe diameter, typical",
      "value": "2 7/8″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence/post height",
      "value": "5'-1″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "vertical dimension",
      "value": "4'-7″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "horizontal offset",
      "value": "10¼″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bend radius",
      "value": "2'-6″ R",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "overall height",
      "value": "10'-4″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence height",
      "value": "7'-0″",
      "unit": "",
      "appliesTo": "chain-link fence fabric"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4″",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "pipe sleeve designation",
      "value": "STD. WT.",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "sleeve depth",
      "value": "1'-0″",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "barrier height",
      "value": "3'-6″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "dimension at partial adjacent fence detail",
      "value": "1'-0″",
      "unit": "",
      "appliesTo": "chain-link fence fabric"
    },
    {
      "label": "scale",
      "value": "3/4″ = 1'-0″",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT G",
    "IN ACCORDANCE WITH ASTM C1107, TROWEL TO P",
    "POSITIVE DRAINAGE."
  ],
  "labels": [
    "FENCE POST DETAIL",
    "SCALE: 3/4″ = 1'-0″"
  ],
  "description": "This crop shows a fence post detail for zinc-coated fence attached at a barrier on a slab. The detail depicts a curved 2 7/8-inch-diameter pipe post installed in a 4-inch standard-weight pipe sleeve, with a partial adjacent chain-link fence panel visible at the left."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh panels",
      "material": "zinc coated",
      "count": 2,
      "note": "Two fence fabric spans are visible; the right-hand span is cropped."
    },
    {
      "name": "pull/end post",
      "tag": "",
      "shape": "circular pipe",
      "material": "",
      "count": 1,
      "note": "Called out as 2 7/8\" PULL POST and END POST."
    },
    {
      "name": "vertical fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Central post visible between fence spans."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat vertical bar",
      "material": "zinc coated",
      "count": 1,
      "note": "Located at the pull/end post."
    },
    {
      "name": "tension bands",
      "tag": "",
      "shape": "bands around post",
      "material": "",
      "count": 5,
      "note": "Visible on the pull/end post."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 3,
      "note": "Top, intermediate, and bottom horizontal rails are visible."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal circular pipe",
      "material": "",
      "count": 1,
      "note": "Diagonal brace from the pull/end post to the intermediate rail at the vertical post."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "rectangular in elevation; partial formed profile at right",
      "material": "",
      "count": null,
      "note": "Fence posts are mounted at the barrier; a partial adjacent barrier detail is shown at right."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the barrier."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint line",
      "material": "",
      "count": 1,
      "note": "Located at the end-post barrier location."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular pipe sleeve",
      "material": "standard weight pipe",
      "count": 1,
      "note": "Shown in the partial fence/barrier detail at right."
    }
  ],
  "measurements": [
    {
      "label": "TENSION BAR BANDS AT",
      "value": "12\"",
      "unit": "",
      "appliesTo": "tension bands"
    },
    {
      "label": "O.C. MAX.",
      "value": "",
      "unit": "",
      "appliesTo": "tension bands"
    },
    {
      "label": "DIA.",
      "value": "1 5/8\"",
      "unit": "",
      "appliesTo": "fence rail"
    },
    {
      "label": "DIA. PIPE, TYP.",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "vertical fence post"
    },
    {
      "label": "PULL POST",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "pull/end post"
    },
    {
      "label": "",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end-post offset from construction joint"
    },
    {
      "label": "OFFSET",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "bottom fence rail"
    },
    {
      "label": "",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "vertical fence post embedment/sleeve depth"
    },
    {
      "label": "",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "DIA. STD. WT. PIPE SLEEVE",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "",
      "value": "45°",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "",
      "value": "7'-0",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FENCE ELEVATION"
    }
  ],
  "notes": [
    "ZINC COATED FENCE",
    "TENSION BAR BANDS AT 12\" O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "1 5/8\" DIA. PIPE ZINC COATED",
    "2 7/8\" DIA. PIPE, TYP.",
    "POST VERT. ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "1/2\" OFFSET",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "* NON-SHRINK,",
    "IN ACCORDAN",
    "POSITIVE DR"
  ],
  "labels": [
    "FENCE ELEVATION",
    "SCALE: 3/4\" = 1'-0\"",
    "FENCE"
  ],
  "description": "The crop principally shows a fence elevation of zinc-coated chain-link fence mounted on a barrier over a slab. It includes a pull/end post, a vertical post, horizontal rails, tension-bar components, and diagonal truss bracing; a partial adjacent fence/barrier detail is visible at the right edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU EDGE BEAM."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular vertical diaphragm",
      "material": "concrete",
      "count": 1,
      "note": "Shown in SECTION THRU DIAPHRAGM, SPAN 2."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal rectangular section",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is shown at the edge beam and in Detail “A”."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1” preformed joint filler."
    },
    {
      "name": "silicone sealant joint sealer",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone sealant",
      "count": 1,
      "note": "Shown in Detail “A”."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced at 18”."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two bars called out in the edge-beam section."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Two 507B bars are called out at the upper location and two at the lower location."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "edge beam reinforcement"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "radius",
      "value": "1/4” R",
      "unit": "",
      "appliesTo": "Detail “A”"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ'D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "TOP OF BEAM",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4” R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SR 21/MILLEN BYPASS",
    "CONSTRUCTION",
    "SYMMETRY",
    "SECTION THRU EDGE BEAM",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL “A”",
    "NO SCALE"
  ],
  "description": "This crop shows a section through an edge beam for Bent 2, with Bent 3 noted similar, and a separate section through a 10-inch concrete diaphragm in Span 2. It also includes Detail “A” for the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck surface is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "thickened slab edge",
      "material": "",
      "count": 2,
      "note": "Shown at both outside girder lines; callout directs edge beam pour flush with outside face of beam."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six girder sections are visible below the deck."
    },
    {
      "name": "parapet/barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "Tall tapered elements are shown at the two deck edges; fence is noted as not shown."
    },
    {
      "name": "supporting cap/seat",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous supporting member shown beneath the girders; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-404",
      "shape": "straight",
      "material": "",
      "count": 8,
      "note": "At equal spaces near the deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "spacing",
      "value": "AT EQUAL SPACES",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "edge distance",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge beam form removal time",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam"
    },
    {
      "label": "concrete strength reference age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck pour"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRID... (partial)"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop is a transverse section titled SECTION THRU EDGE BEAM. It shows a sloped bridge deck supported on six I-girders, with thickened edge beams at the exterior girder lines and tapered edge barriers/parapets. Reinforcement callouts and deck-edge construction/form-removal notes are included."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "",
      "count": 1,
      "note": "Slab is shown spanning six beams."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1 through CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are individually identified as BEAM 1 through BEAM 6."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; noted as typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown in slab reinforcement callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B AND C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces and as spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Visible only in the partial detail at the right edge of the crop."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called out full length of bridge, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” at interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” at exterior beams",
      "value": "9¼”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Out to out",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Gutter to gutter",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left edge offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right edge offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension to SR 21 WB = PGL",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension from SR 21 WB = PGL",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension to centerline",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Slab slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "2¼”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "1”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Minimum dimension, typical",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Typical slab edge dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Construction joint offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "Triangular drip bead",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "500A spacing",
      "value": "6¾”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "End reinforcement spacing",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "Typical reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "Outside beam centerline to edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "CL BEAM 1 and CL BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "CL BEAM 1 through CL BEAM 6"
    },
    {
      "label": "Partial right-side detail horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial right-side detail vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE. MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "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",
    "OUT TO OUT",
    "GUTTER TO GUTTER",
    "SEE DETAIL “A”",
    "I-801",
    "I-802"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported by six I-girders, identified from CL BEAM 1 through CL BEAM 6. It documents slab thickness and slope, beam spacing, slab reinforcement callouts, edge construction-joint and drip-bead details; a separate detail is only partially visible at the right edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section at left."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown in section at right."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 2,
      "note": "Required construction joint is indicated in the edge-beam section and Detail \"A\"."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" preformed joint filler."
    },
    {
      "name": "silicone sealant / type joint sealer",
      "tag": "",
      "shape": "joint sealant bead",
      "material": "silicone",
      "count": 1,
      "note": "Shown in Detail \"A\"; type B, C or D."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": "Two groups are called out in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover, typical",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "sealant/joint dimension",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "sealant/joint dimension",
      "value": "½\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "joint dimension",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "radius",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY",
    "℄ REQ'D. CONST. JOINT",
    "SEE DETAIL \"A\"",
    "TOP OF BEAM",
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop contains a section through an edge beam for Bent 2, with Bent 3 noted similar, and a section through a concrete diaphragm at Span 2. It also includes Detail \"A\" showing the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Carries the SR 21 WB = PGL line and a 2% cross slope."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered upright",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer deck edge."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Girder cross-sections are shown supporting the deck."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 5,
      "note": "Diaphragms are shown between adjacent girders."
    },
    {
      "name": "reinforcing bars",
      "tag": "7-403B",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces; 5 in. is shown at each end of the indicated bar group."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-507B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Two separate callouts are shown, each marked 2-507B."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-402B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1 in. diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "end spacing",
      "value": "5″",
      "unit": "",
      "appliesTo": "7-403B"
    },
    {
      "label": "plain bar diameter",
      "value": "1″",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1″ DIAMETER PLAIN BAR",
    "FENCE NOT SHOWN, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU DIAPHRAGM"
  ],
  "description": "This crop shows a transverse section through bridge diaphragms, with six I-section girders and five diaphragm spans beneath a sloping deck slab. Reinforcement callouts are shown within the diaphragm arrangement, with edge barriers/parapets at both outer deck edges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "concrete",
      "count": 1,
      "note": "Slab is shown with a 2% cross slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular longitudinal beam",
      "material": "concrete",
      "count": 2,
      "note": "Exterior edge beams are visible at both sides of the deck."
    },
    {
      "name": "concrete barrier/parapet",
      "tag": "",
      "shape": "tapered solid barrier",
      "material": "concrete",
      "count": 2,
      "note": "One is visible at each exterior deck edge; shown only partially at the top of the crop."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-section",
      "material": "",
      "count": 6,
      "note": "Six girder cross-sections are visible beneath the deck."
    },
    {
      "name": "pier cap",
      "tag": "",
      "shape": "stepped rectangular cap",
      "material": "",
      "count": 1,
      "note": "Continuous support cap is shown below the girder ends; bearing pads are noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-508",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-509",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to upper reinforcement near the right side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to top reinforcement at the right exterior edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-802",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement at the left side of the section."
    },
    {
      "name": "reinforcement bar",
      "tag": "1-801",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Callout points to lower reinforcement near the right side of the section."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement callout at equal spaces",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "end dimension, left",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "end dimension, right",
      "value": "2\"",
      "unit": "",
      "appliesTo": "deck slab/edge beam"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "NOTE: BEARING PADS NOT SHOWN",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU EDGE BEAM",
    "AT EQUAL SPACES"
  ],
  "description": "This crop shows a cross section through the bridge exterior edge beam and deck, supported by six visible I-girders on a stepped support cap. It documents deck reinforcement callouts, deck cross slope, exterior barriers, edge-beam placement, and form-removal requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Beam requirements, handling, finish, prestressing, concrete strength, and allowable tension are noted."
    },
    {
      "name": "pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Embedded pick-ups are specified for beam handling."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at fixed and expansion bearing ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for bonding and dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "circular",
      "material": "special low-relaxation steel",
      "count": 20,
      "note": "Pretensioned strands are specified."
    }
  ],
  "measurements": [
    {
      "label": "Partial dimension at top of crop",
      "value": "1'-6 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Beam pickup distance from ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Pickup embedment distance from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Expansion-end slot size",
      "value": "4\" X 1 3/4\" X 7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Strand quantity",
      "value": "20",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Pretension force per strand",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Minimum concrete strength for strand release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "Concrete strength (f'c)",
      "value": "6,500",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Allowable PSC beam tension",
      "value": "484",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.",
    "11. CONCRETE STRENGTH (f'c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI."
  ],
  "labels": [
    "NOTES",
    "℄ BEARING TO",
    "EL"
  ],
  "description": "This crop is a notes block for PSC beams, with general beam handling, fabrication, bearing-dowel, surface preparation, transport-hole repair, and deflection notes. It also provides prestressing strand data, concrete strength, and allowable PSC beam tension; only a partial dimension and partial adjacent drawing labels are visible at the top."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Beam length, bearing-end holes/slots, top-surface treatment, transport holes, and deflection are addressed in the notes."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in Note 4; a symbol preceding “BEARING” is unclear."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to the roughened beam top and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Epoxy mortar thickness at each beam end",
      "value": "1/8″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Diameter of hole at fixed ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Depth of hole at fixed ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot width at expansion ends",
      "value": "4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot dimension at expansion ends",
      "value": "1 3/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Slot depth at expansion ends",
      "value": "7″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4″",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "strands"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8″ EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT [symbol unclear] BEARING, FORM A 1 3/4″ DIAMETER X 7″ DEEP HOLE AT THE FIXED ENDS AND A 4″ X 1 3/4″ X 7″ DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2″ DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4″. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a notes block containing Notes 3 through 10 for beams and associated prestressing work. It documents beam dimensional allowances, bearing-end dowel holes and slots, beam-top surface preparation, transport-hole repairs, dead-load deflection definitions, strand requirements, and introduces prestressing data that is not shown in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "prestressed concrete",
      "count": null,
      "note": "Referenced throughout the notes; no beam geometry is shown in this crop."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within the bottom of the beam; details to be included in shop drawings."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced at fixed and expansion bearing ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to roughened beam tops."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in composite dead load deflection note."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 20,
      "note": "Special low-relaxation strands."
    }
  ],
  "measurements": [
    {
      "label": "partial dimension at top of crop",
      "value": "1'-6 3/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "pick-up location from beam ends",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "beam edge chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "expansion-end slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "strand quantity",
      "value": "20",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "pretension force per strand",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "minimum concrete strength before strand release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "total jacking force of pretensioning",
      "value": "676,350",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "net prestressing force after all losses",
      "value": "536,584",
      "unit": "LBS",
      "appliesTo": "prestressing strands"
    },
    {
      "label": "concrete strength",
      "value": "6,500",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    },
    {
      "label": "allowable PSC beam tension",
      "value": "484",
      "unit": "PSI",
      "appliesTo": "PSC beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 4'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (∆NC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (∆C) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:",
    "A. USE 20 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.",
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (f′ci) OF 5,200 PSI.",
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 676,350 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.",
    "11. CONCRETE STRENGTH (f′c) = 6,500 PSI.",
    "12. ALLOWABLE PSC BEAM TENSION = 484 PSI."
  ],
  "labels": [
    "NOTES",
    "℄ BEARING TO ℄",
    "ELE (partial)"
  ],
  "description": "This crop is a notes block for PSC beams, including handling, fabrication, bearing-end dowel provisions, surface preparation, transport-hole repair, deflection, strand, and prestressing requirements. A partial dimension line and partial bearing/elevation text are visible along the top edge of the crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address beam length, bearing dowel holes/slots, top-surface preparation, transport holes, deflection, and prestressing."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified at bearing; fixed-end holes and expansion-end slots are noted."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as the bonded slab and as contributing to non-composite dead-load deflection."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead-load deflection."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead-load deflection."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot length",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "roughened top-surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270."
  ],
  "labels": [
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "description": "This crop is a block of PSC beam-related construction notes, showing notes 3 through 10. It documents beam dimensional allowances, bearing dowel-hole and slot requirements, surface preparation, repair of transport holes, dead-load deflection descriptions, and prestressing strand requirements; no beam geometry or prestressing data table is visible in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Notes address handling, chamfering, dimensions, bearing-end holes/slots, top surface preparation, transport-hole repairs, and deflection."
    },
    {
      "name": "Pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within 4” of the bottom of the beam; details to be included in shop drawings."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Fixed and expansion ends are referenced."
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced at bearing holes and slots."
    },
    {
      "name": "Slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection and bonding to roughened beam top."
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to non-composite dead load deflection."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as contributing to composite dead load deflection."
    },
    {
      "name": "Strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up location from beam ends",
      "value": "5’-6”",
      "unit": "",
      "appliesTo": "Beam pick-ups"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4”",
      "unit": "",
      "appliesTo": "Pick-ups"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8”",
      "unit": "",
      "appliesTo": "Beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7”",
      "unit": "",
      "appliesTo": "Bearing / smooth dowel"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "Smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "Beam top"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "886",
      "unit": "",
      "appliesTo": "Type II epoxy resin adhesive"
    },
    {
      "label": "Georgia Standard Specification",
      "value": "934",
      "unit": "",
      "appliesTo": "Rapid setting patching material"
    },
    {
      "label": "ASTM designation",
      "value": "A 416",
      "unit": "",
      "appliesTo": "Strands"
    },
    {
      "label": "Strand grade",
      "value": "270",
      "unit": "",
      "appliesTo": "Strands"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5’-6” FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4” OF THE BOTTOM OF THE BEAM. DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2” OR 3/4”.",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8” EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4” DIAMETER X 7” DEEP HOLE AT THE FIXED ENDS AND A 4” X 1 3/4” X 7” DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2” DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4”. CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a beam notes block containing numbered fabrication, handling, bearing, surface-preparation, repair, deflection, and prestressing requirements. It documents general requirements for beams and related bearings, dowels, slab, coping, barrier, and prestressing strands; the prestressing data following Note 10 is outside this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced throughout the notes; prestressing strands are specified."
    },
    {
      "name": "pick-up",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be embedded within the bottom of the beam."
    },
    {
      "name": "fixed-end hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed at bearing for smooth dowel."
    },
    {
      "name": "expansion-end slot",
      "tag": "",
      "shape": "rectangular slot",
      "material": "",
      "count": null,
      "note": "Formed at bearing for smooth dowel."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Referenced for fixed and expansion ends."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as bonded to roughened beam top."
    },
    {
      "name": "coping",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in non-composite dead load deflection note."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in composite dead load deflection note."
    },
    {
      "name": "prestressing strands",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required to meet ASTM A 416 Grade 270."
    }
  ],
  "measurements": [
    {
      "label": "Pick-up distance from beam ends",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-up"
    },
    {
      "label": "Beam edge chamfer",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Beam edge chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Epoxy mortar at each beam end",
      "value": "1/8\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "Fixed-end hole diameter",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "fixed-end hole"
    },
    {
      "label": "Fixed-end hole depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "fixed-end hole"
    },
    {
      "label": "Expansion-end slot width",
      "value": "4\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Expansion-end slot dimension",
      "value": "1 3/4\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Expansion-end slot depth",
      "value": "7\"",
      "unit": "",
      "appliesTo": "expansion-end slot"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "beam"
    }
  ],
  "notes": [
    "1. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM.DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS.",
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT ℄ BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270.",
    "10. PRESTRESSING DATA IS AS FOLLOWS:"
  ],
  "labels": [],
  "description": "This crop is a general notes block for beams, including handling, chamfering, bearing-end dowel holes/slots, top-surface preparation, and repair of transport holes. It also provides dead-load deflection statements, strand requirements, and introduces prestressing data that is not shown in this crop."
}