Bent

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1 (B.F.P.R. BENT 1L/1R)",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "end bent, front face of wall 1, expansion/fixed bearings noted"
    },
    {
      "name": "bent",
      "tag": "BENT 2 (BENT 2L/2R)",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "interior bent, fixed bearings"
    },
    {
      "name": "bent",
      "tag": "BENT 3 (BENT 3L/3R)",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "interior bent, expansion bearings"
    },
    {
      "name": "bent",
      "tag": "BENT 4 (B.F.P.R. BENT 4L/4R)",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "end bent, front face of wall 2, expansion bearings"
    },
    {
      "name": "wingwall/wall",
      "tag": "WALL 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "front face of wall 1, appears at both ends of left/right bridge"
    },
    {
      "name": "wingwall/wall",
      "tag": "WALL 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "front face of wall 2"
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "marked EXP. and FIX at bent locations in elevation view"
    },
    {
      "name": "pile bent support",
      "tag": "",
      "shape": "pile group/footing",
      "material": "reinforced concrete",
      "count": 2,
      "note": "shown schematically under bents 2 and 3 in elevation"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "linear",
      "material": "chain link/metal",
      "count": 3,
      "note": "typical, shown at deck level in elevation"
    },
    {
      "name": "deck/superstructure",
      "tag": "LEFT BRIDGE / RIGHT BRIDGE",
      "shape": "rectangular/trapezoidal in plan",
      "material": "reinforced concrete",
      "count": 2,
      "note": "twin parallel bridge structures (left and right) crossing railroad"
    },
    {
      "name": "railroad track",
      "tag": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future track",
      "tag": "FUTURE TRACK",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "future access road",
      "tag": "FUTURE ACCESS ROAD",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "as necessary, typical, near end bridge"
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "ft-in",
      "appliesTo": "bridge overall"
    },
    {
      "label": "Span 1 length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 to Bent 2"
    },
    {
      "label": "Span 2 length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 2 to Bent 3"
    },
    {
      "label": "Span 3 length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 3 to Bent 4"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "bridge deck"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "bridge deck"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "typical bent skew"
    },
    {
      "label": "Bearing offset",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": ""
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "multiple locations near point of min vert clearance"
    },
    {
      "label": "Dimension",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 3L/3R area"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "near end bridge station"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00",
      "unit": "ft",
      "appliesTo": "typical elevation reference at bents 2 and 3"
    },
    {
      "label": "Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge"
    },
    {
      "label": "Station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "CL SR 21"
    },
    {
      "label": "Station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "CL Central of Georgia Railroad Company"
    },
    {
      "label": "Station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "CL SR 21 / PT#3"
    },
    {
      "label": "Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "End Bridge"
    },
    {
      "label": "Bearing/angle",
      "value": "N 2°-23'-16.7\" E",
      "unit": "deg-min-sec",
      "appliesTo": "future track alignment"
    },
    {
      "label": "Bearing/angle",
      "value": "N 83°-43'-21.7\" E",
      "unit": "deg-min-sec",
      "appliesTo": "SR 21 alignment"
    },
    {
      "label": "Distance",
      "value": "75'-10 5/16\"",
      "unit": "ft-in",
      "appliesTo": "future track clearance dimension"
    },
    {
      "label": "Distance",
      "value": "74'-7 5/16\"",
      "unit": "ft-in",
      "appliesTo": "existing track clearance dimension"
    },
    {
      "label": "Minimum clearance",
      "value": "12'-1\"",
      "unit": "ft-in",
      "appliesTo": "CL Central of Georgia Railroad existing track, min"
    },
    {
      "label": "Minimum clearance",
      "value": "14'-1\"",
      "unit": "ft-in",
      "appliesTo": "right bridge, min"
    },
    {
      "label": "Minimum horizontal clearance",
      "value": "36'-4\"",
      "unit": "ft-in",
      "appliesTo": "calculated to face of column, left bridge"
    },
    {
      "label": "Minimum horizontal clearance",
      "value": "25'-8\"",
      "unit": "ft-in",
      "appliesTo": "calculated to face of column, right bridge"
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "ft-in",
      "appliesTo": "twice, near min horiz clearance callouts"
    },
    {
      "label": "RRMP designation",
      "value": "D-0080.54",
      "unit": "",
      "appliesTo": "railroad milepost marker"
    }
  ],
  "notes": [
    "ALL BENTS ARE F... RAILWAY COMPANY... (text cut off, partial)",
    "END BENT PILES ... (text cut off, partial)",
    "STATIONS ARE AL... AND B.F.P.R. OR ... ELEVATIONS ARE ... PROFILE GRADE LI... PROFILE GRADE LI... (text cut off, partial)",
    "MEASURED ALONG... (text cut off, partial)",
    "LEFT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... RIGHT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... (text cut off, partial)",
    "MINIMUM REQUIRED... (text cut off, partial)",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "FRONT FACE OF WALL 1",
    "FRONT FACE OF WALL 2",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "PGL",
    "CL BENT 2L",
    "CL BENT 3L",
    "CL BENT 2R",
    "CL BENT 3R",
    "B.F.P.R. BENT 1L",
    "B.F.P.R. BENT 4L",
    "B.F.P.R. BENT 1R",
    "B.F.P.R. BENT 4R",
    "B.F.P.R. BENT 1",
    "B.F.P.R. BENT 4",
    "BENT 2",
    "BENT 3",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "CL CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "CL FUTURE ACCESS ROAD",
    "CL FUTURE TRACK",
    "CL EXISTING TRACK",
    "CL SR 21",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "RR R/W",
    "PT #3",
    "AHEAD",
    "N.",
    "LOCATION",
    "LEFT BRI...",
    "RIGHT BRI...",
    "NOTES:",
    "CHAIN LINK WIRE FENCE, TYP.",
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "EXP.",
    "FIX",
    "EL. 151.00, TYP."
  ],
  "description": "This crop shows a combined Plan and Elevation of a twin (left and right parallel) roadway bridge structure crossing an existing and future railroad track alignment plus a future access road, at the intersection with SR 21. The plan view details bent locations (Bents 1-4, each split into L/R for the two parallel bridges), skew angles, wall/wingwall faces, minimum vertical and horizontal clearances to the tracks, and various stationing/bearing callouts; the elevation view below shows the four bents with bearing types (EXP/FIX), span lengths (55'-82'-55' totaling 192'-0\"), chain link fencing, and existing/future groundline references. A partially visible notes/table block at bottom right lists general notes and a location table for left/right bridge clearances, but this text is cut off in the crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed for Left Bridge and Right Bridge"
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed for Left Bridge and Right Bridge"
    },
    {
      "name": "Bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed for Left Bridge and Right Bridge"
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Listed for Left Bridge and Right Bridge"
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "BENT 1, Left Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "BENT 1, Left Bridge"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2, Left Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "BENT 2, Left Bridge"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3, Left Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "BENT 3, Left Bridge"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "BENT 4, Left Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "BENT 4, Left Bridge"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "BENT 1, Right Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "BENT 1, Right Bridge"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2, Right Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "BENT 2, Right Bridge"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3, Right Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "BENT 3, Right Bridge"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "BENT 4, Right Bridge"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "BENT 4, Right Bridge"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop shows a schedule table titled 'BENT ELEVATIONS' listing station and profile grade line (PGL) elevation data for four bents (Bent 1 through Bent 4) on both the Left Bridge and Right Bridge. It documents the horizontal stationing and vertical elevation control points for each bent location, used for setting bent construction."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "1 (B.F.P.R. BENT 1)",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Also shown as BENT 1L/1R centerline reference in plan; expansion bearing per elevation"
    },
    {
      "name": "Bent",
      "tag": "2 (BENT 2L/2R)",
      "shape": "tapered/skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Fixed bearing per elevation; pile bent shown in elevation with visible pile group"
    },
    {
      "name": "Bent",
      "tag": "3 (BENT 3L/3R)",
      "shape": "tapered/skewed",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Fixed/expansion bearings shown in elevation"
    },
    {
      "name": "Bent",
      "tag": "4 (B.F.P.R. BENT 4)",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Expansion bearing per elevation"
    },
    {
      "name": "Wingwall/Retaining Wall",
      "tag": "WALL 1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Front face of Wall 1 shown at both bridges (left and right)"
    },
    {
      "name": "Wingwall/Retaining Wall",
      "tag": "WALL 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Front face of Wall 2 shown at both bridges"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown schematically under Bent 2 and Bent 3 in elevation view"
    },
    {
      "name": "Bearing",
      "tag": "EXP",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Expansion bearings at Bent 1, Bent 3, Bent 4 (multiple locations) per elevation"
    },
    {
      "name": "Bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Fixed bearings at Bent 2 per elevation"
    },
    {
      "name": "Chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical, shown atop deck in elevation at two locations"
    },
    {
      "name": "Temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as necessary, typical, near end bridge station"
    },
    {
      "name": "Deck/Superstructure",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 1,
      "note": "Shown in plan with gutter-to-gutter and out-to-out dimensions; PGL Eastbound/Westbound labeled"
    }
  ],
  "measurements": [
    {
      "label": "MIN clearance to existing track",
      "value": "12'-1\"",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad existing track"
    },
    {
      "label": "Distance",
      "value": "74'-7 5/16\"",
      "unit": "",
      "appliesTo": "Point of Min. Vert. Clearance"
    },
    {
      "label": "Distance",
      "value": "75'-10 5/16\"",
      "unit": "",
      "appliesTo": "Future Point of Min. Vert. Clearance"
    },
    {
      "label": "Bearing angle",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Future Access Road alignment"
    },
    {
      "label": "Offset",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "Point of Min. Vert. Clearance offsets (multiple)"
    },
    {
      "label": "Offset",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Point/Future Point of Min. Vert. Clearance offsets (multiple)"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck (Bent 2L/2R area)"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Distance",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Bent 3L/3R region"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent skew, typical, multiple bents"
    },
    {
      "label": "Station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "Ç SR 21"
    },
    {
      "label": "Station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "Ç Central of Georgia Railroad Company"
    },
    {
      "label": "Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge"
    },
    {
      "label": "Station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "PT#3"
    },
    {
      "label": "Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "End Bridge"
    },
    {
      "label": "Bearing angle",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "Ç SR 21"
    },
    {
      "label": "Distance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "unlabeled dimension near Bent 3 area"
    },
    {
      "label": "Distance",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "unlabeled dimension (two instances) near Min Horiz Cl callout"
    },
    {
      "label": "Min. Horiz. Cl.",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "calculated to face of column"
    },
    {
      "label": "Min. Horiz. Cl.",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "calculated to face of column"
    },
    {
      "label": "MIN clearance",
      "value": "14'-1\"",
      "unit": "",
      "appliesTo": "unlabeled feature near Wall 2"
    },
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "Bridge overall"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "End spans (Bent1-2 and Bent3-4)"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Middle span (Bent2-3)"
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "Typical elevation callout near bent piles"
    }
  ],
  "notes": [
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD",
    "BEGIN BRIDGE",
    "END BRIDGE",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "RR R/W",
    "FRONT FACE OF WALL 1",
    "FRONT FACE OF WALL 2",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "RRMP D-0080.54",
    "CHAIN LINK WIRE FENCE, TYP.",
    "FUTURE GROUNDLINE",
    "APPROXIMATE EXISTING GROUNDLINE",
    "EXP.",
    "FIX"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "Ç FUTURE ACCESS ROAD",
    "Ç FUTURE TRACK",
    "Ç CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "Ç EXISTING TRACK",
    "Ç SR 21",
    "Ç BENT 2L",
    "Ç BENT 3L",
    "Ç BENT 2R",
    "Ç BENT 3R",
    "B.F.P.R. BENT 1L",
    "B.F.P.R. BENT 1R",
    "B.F.P.R. BENT 4L",
    "B.F.P.R. BENT 4R",
    "BENT 2",
    "BENT 3",
    "B.F.P.R. BENT 1",
    "B.F.P.R. BENT 4",
    "N."
  ],
  "description": "This crop presents a combined Plan and partial Elevation of a twin bridge structure (Left Bridge and Right Bridge) crossing a railroad and future access road at a skewed angle, with Bents 1 through 4 identified. The plan shows deck geometry, clearance envelopes (point of minimum vertical clearance, existing and future), stationing along SR 21 and the railroad centerline, and horizontal/vertical clearance callouts; the elevation below shows bent locations, bearing types (EXP/FIX), pile schematics at Bents 2 and 3, fencing, and groundline references. A partial schedule table and general notes referenced elsewhere on the sheet govern clearance minimums and station/elevation measurement conventions but are not reproduced here."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 (Left Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 17+26.35, PGL Elev. 189.76"
    },
    {
      "name": "Bent",
      "tag": "BENT 2 (Left Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 17+81.35, PGL Elev. 190.50"
    },
    {
      "name": "Bent",
      "tag": "BENT 3 (Left Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 18+63.35, PGL Elev. 190.59"
    },
    {
      "name": "Bent",
      "tag": "BENT 4 (Left Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 19+18.35, PGL Elev. 189.96"
    },
    {
      "name": "Bent",
      "tag": "BENT 1 (Right Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 17+19.65, PGL Elev. 189.60"
    },
    {
      "name": "Bent",
      "tag": "BENT 2 (Right Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 17+74.65, PGL Elev. 190.42"
    },
    {
      "name": "Bent",
      "tag": "BENT 3 (Right Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 18+56.65, PGL Elev. 190.61"
    },
    {
      "name": "Bent",
      "tag": "BENT 4 (Right Bridge)",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Station 19+11.65, PGL Elev. 190.05"
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "BENT 1 (Left Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "BENT 1 (Left Bridge)"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 (Left Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "BENT 2 (Left Bridge)"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "BENT 3 (Left Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "BENT 3 (Left Bridge)"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "BENT 4 (Left Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "BENT 4 (Left Bridge)"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "BENT 1 (Right Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "BENT 1 (Right Bridge)"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 (Right Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "BENT 2 (Right Bridge)"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "BENT 3 (Right Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "BENT 3 (Right Bridge)"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "BENT 4 (Right Bridge)"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "BENT 4 (Right Bridge)"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a schedule/table titled 'BENT ELEVATIONS' listing bent numbers, stations, and profile grade line (PGL) elevations for four bents each on the Left Bridge and Right Bridge. It documents the vertical and horizontal positioning of bridge bents (substructure support locations) along the alignment for both parallel bridge structures."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II I-girder",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" spans, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "H-section piles",
      "material": "structural steel piles / MSE wall abutment",
      "count": 2,
      "note": "Steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Per GA. STD. 3054 (9-30-02); two size variants listed"
    },
    {
      "name": "bar bending detail reference",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Reference to GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 1)"
    },
    {
      "label": "Length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment (variant 2)"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS --- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN --- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS --- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS --- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL --- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS --- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE --- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE --- GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "This crop is a notes block titled 'EACH BRIDGE CONSISTS OF' summarizing the structural components of each bridge: PSC beam spans (AASHTO Type II and III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, and various standard details (end post/guardrail attachment, bar bending, chain link fence, and fill detail at bridge end), each referencing Georgia DOT standard drawing numbers and dates. It provides a general bill-of-materials-style listing rather than a plan or elevation view."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note text; standard plan modification applies to this element"
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Joint between approach slab and back face paving rest and end post, dimension increased per note"
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as part of joint location"
    },
    {
      "name": "Bent",
      "tag": "1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location where joint width is increased"
    },
    {
      "name": "Bent",
      "tag": "4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location where joint width is increased"
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width (original)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Approach slab expansion joint"
    },
    {
      "label": "Expansion joint width (revised)",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "Approach slab expansion joint at Bent 1 and 4"
    }
  ],
  "notes": [
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4\" EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8\" AT BENT 1 AND 4.",
    "KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST.",
    "INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT.",
    "SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a block of general construction notes (no drawn geometry) describing a standard plan modification for the approach slab expansion joint detail at Bent 1 and Bent 4. It specifies the change in joint width from 3/4 inch to 1 3/8 inch, instructions to keep the joint continuous around the end post, and payment/cost inclusion guidance referencing roadway plans."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel, ASTM A709 Gr 50",
      "count": null,
      "note": "Referenced in general notes and design data table; not graphically depicted in this crop."
    },
    {
      "name": "Smooth Dowel Bar",
      "tag": "",
      "shape": "cylindrical (3\" dia)",
      "material": "steel (implied, grouted)",
      "count": null,
      "note": "Placed in formed 3\" diameter x 12\" deep holes, grouted similar to anchor bolts; mentioned only in text."
    },
    {
      "name": "PSC Beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete, Class AAA",
      "count": null,
      "note": "Referenced only in Design Data concrete schedule; not shown graphically."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class D",
      "count": null,
      "note": "Referenced only in Design Data concrete schedule; not shown graphically."
    },
    {
      "name": "Bent (Substructure)",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete, Class AA",
      "count": null,
      "note": "Referenced in Design Data; bent numbers listed in small table but obscured by asterisks."
    }
  ],
  "measurements": [
    {
      "label": "Bent Number",
      "value": "*",
      "unit": "",
      "appliesTo": "Bent (unspecified, masked)"
    },
    {
      "label": "Pile Tip Elevation",
      "value": "***.**",
      "unit": "",
      "appliesTo": "Pile (bent tip elevation, masked/placeholder)"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "Smooth Dowel Bar"
    },
    {
      "label": "Pile freeze time",
      "value": "24",
      "unit": "hours",
      "appliesTo": "Steel H-Pile"
    },
    {
      "label": "Future Paving Allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure Concrete Strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete, Class D"
    },
    {
      "label": "Barrier Concrete Strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier, Class D"
    },
    {
      "label": "Substructure Concrete Strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure, Class AA"
    },
    {
      "label": "Reinforcing Steel Yield Strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement Steel, Grade 60"
    },
    {
      "label": "Pretensioning Strand Strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning Strands"
    },
    {
      "label": "Steel H-Pile Yield Strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-Pile, Grade 50"
    },
    {
      "label": "Seismic Performance Zone Parameters",
      "value": "AS=0.142, SDI=0.155",
      "unit": "",
      "appliesTo": "Design Specifications"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS @DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "provide table for 2' above estimated tip elevations",
    "SPECIFICATIONS ------------------------------------- AASHTO LRFD 9TH EDITION, 2020 (DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SDI=0.155)",
    "DESIGN VEHICLE LIVE LOAD --------------------------------------------------- HL-93",
    "FUTURE PAVING ALLOWANCE --------------------------------------------- 30 LBS PER SQ FT",
    "CONCRETE: SUPERSTRUCTURE ------------------------------------- CLASS D, f'c = 4,000 PSI",
    "BARRIER-------------------------------------- CLASS D, f'c = 4,000 PSI",
    "PSC BEAMS ------------------------- CLASS AAA, f'c = SEE BEAM SHEETS",
    "PSC BEAM ALLOWABLE TENSION ----------------------- SEE BEAM SHEETS",
    "SUBSTRUCTURE ------------------------------- CLASS AA, f'c = 3,500 PSI",
    "REINFORCING STEEL: --------------------------------- GRADE 60, fy = 60,000 PSI",
    "PRETENSIONING STRANDS: ------------------------------------- f's = 270,000 PSI",
    "STEEL H-PILES: ---------------------------------------GRADE 50, fy = 50,000 PSI"
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "BENT NUMBER",
    "PILE TIP ELEVATION",
    "DESIGN DATA",
    "GDOT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is the right-hand continuation of a General Notes sheet paired with a Design Data block, both typical of a GDOT bridge plan set. It contains text notes on vibration monitoring, steel H-pile material, pile driving procedure, and smooth dowel bar installation, plus a small partially-masked Bent Number/Pile Tip Elevation table, and a Design Data summary listing specifications, live load, concrete classes and strengths, reinforcing steel grade, pretensioning strand strength, and steel H-pile grade. No structural elements are graphically drawn; all content is specification/reference text supporting substructure and superstructure material call-outs."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": 2,
      "note": "55'-0\" span length, special design"
    },
    {
      "name": "PSC beam span",
      "tag": "",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": 1,
      "note": "82'-0\" span length, special design"
    },
    {
      "name": "end bent",
      "tag": "",
      "shape": "",
      "material": "structural steel (H piles), MSE wall abutments",
      "count": 2,
      "note": "steel H pile end bents with MSE wall abutments, special design"
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": 2,
      "note": "special design"
    },
    {
      "name": "end post and guardrail attachment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "per GA. STD. 3054 (9-30-02); two size variants listed with L, W, H dimensions"
    },
    {
      "name": "reinforcing bar bending detail",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "per GA. STD. 3901 (8-69)"
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "per GA. STD. 9031N (8-13-85)"
    },
    {
      "name": "fill detail at end of bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "typical detail per GA. STD. 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 1)"
    },
    {
      "label": "end post/guardrail attachment dimension L",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    },
    {
      "label": "end post/guardrail attachment dimension H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "end post and guardrail attachment detail (variant 2)"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ------------------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ------------------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS ------------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS --------------------------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL ---------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS ------------------------------------------ GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ------------------------------------ GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE -----------------GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "This crop is a summary notes block titled 'EACH BRIDGE CONSISTS OF' listing the components that make up the bridge structure: PSC beam spans (2 at 55'-0\" AASHTO Type II, 1 at 82'-0\" AASHTO Type III), steel H pile end bents with MSE wall abutments, concrete intermediate bents, end post/guardrail attachment details with dimensions, and references to standard details (bar bending, chain link fence, fill detail) with their GDOT standard drawing numbers and revision dates. It functions as an itemized structural inventory rather than a plan or section view."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Piles driven at Bents 1 and 4, referenced in note text regarding negative skin friction protection"
    },
    {
      "name": "bent",
      "tag": "1",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as location where piles are driven"
    },
    {
      "name": "bent",
      "tag": "4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as location where piles are driven"
    },
    {
      "name": "mechanically stabilized earth wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in conjunction with pile protection from negative skin friction"
    }
  ],
  "measurements": [],
  "notes": [
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN USED IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED."
  ],
  "labels": [],
  "description": "This crop contains a single construction note addressing fill settlement and pile protection requirements at Bents 1 and 4, referencing Georgia DOT Specification Section 551 for mechanically stabilized earth wall interaction with piles. It instructs that piles at end bents be driven before wall leveling pads are constructed. No drawn objects, dimensions, or graphical elements are present in this crop, only text."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge Bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1L, at limits of left bridge"
    },
    {
      "name": "Bridge Bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1R, at limits of right bridge"
    },
    {
      "name": "Bridge Bent",
      "tag": "BENT 4L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4L"
    },
    {
      "name": "Bridge Bent",
      "tag": "BENT 4R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4R"
    },
    {
      "name": "Bridge (Left)",
      "tag": "",
      "shape": "rectangular (plan outline)",
      "material": "",
      "count": 1,
      "note": "Shown as dashed outline labeled 'LIMITS OF LEFT BRIDGE'"
    },
    {
      "name": "Bridge (Right)",
      "tag": "",
      "shape": "rectangular (plan outline)",
      "material": "",
      "count": 1,
      "note": "Shown as dashed outline labeled 'LIMITS OF RIGHT BRIDGE'"
    },
    {
      "name": "Railroad Track (Existing)",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of Central of Georgia Railroad Company existing track"
    },
    {
      "name": "Railroad Track (Future)",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of future track"
    },
    {
      "name": "Access Road (Future)",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of future access road"
    },
    {
      "name": "Roadway Centerline SR 21",
      "tag": "C SR 21",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of SR 21 roadway"
    },
    {
      "name": "Railroad Right-of-Way",
      "tag": "RR R/W",
      "shape": "linear boundary",
      "material": "",
      "count": 2,
      "note": "Two parallel R/W lines shown flanking track alignment"
    }
  ],
  "measurements": [
    {
      "label": "Angle at Bent 1L/4L intersection",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1L/4L crossing, TYP."
    },
    {
      "label": "Angle at Bent 1R",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1R crossing, TYP."
    },
    {
      "label": "Bearing",
      "value": "N 2°-23'-16.7\"",
      "unit": "",
      "appliesTo": "Future track/access road alignment"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21 centerline"
    },
    {
      "label": "Station equivalence",
      "value": "STA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY",
      "unit": "",
      "appliesTo": "Intersection of SR 21 and railroad centerlines"
    },
    {
      "label": "Begin Bridge Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Bridge begin point"
    },
    {
      "label": "End Bridge Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "Bridge end point"
    },
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 302+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 302+00.00"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 302+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 302+50.00"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 303+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 303+00.00"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 303+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 303+50.00"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 304+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 304+00.00"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 304+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 304+50.00"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 305+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 305+00.00"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 305+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 305+50.00"
    }
  ],
  "notes": [
    "STA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY",
    "BEGIN BRIDGE STA. 17+23.00",
    "END BRIDGE STA. 19+15.00",
    "81°-20'-05.0\", TYP.",
    "N 2°-23'-16.7\" E",
    "N 83°-43'-21.7\" E",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "EXISTING TRACK ALIGNMENT",
    "C FUTURE ACCESS ROAD",
    "C CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "C FUTURE TRACK",
    "LIMITS OF LEFT BRIDGE",
    "LIMITS OF RIGHT BRIDGE",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD",
    "RR R/W",
    "C SR 21",
    "SURVEYED TOP OF RAIL ELEVA... (partial, cropped)",
    "ELEVATIONS ON EXISTING CENTRAL ... (partial, cropped)",
    "RAILROAD COMPANY EXISTING ... (partial, cropped)",
    "STATION",
    "OFFSET",
    "N. (north arrow)"
  ],
  "description": "This crop is a plan view showing the existing track alignment of a bridge crossing over the Central of Georgia Railroad Company's existing and future tracks, along with a future access road, at the intersection with SR 21. It depicts the limits of a left and right bridge structure, bent locations (1L, 1R, 4L, 4R), key stations/bearings for alignment control, and a partial 'Surveyed Top of Rail Elevations' table listing stations and offsets along the railroad centerline dated September 18, 2024. The right portion of the elevation table is cut off, so full elevation values are not visible in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge (left)",
      "tag": "LEFT BRIDGE",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Limits shown as dashed box spanning railroad track, bounded by B.F.P.R. BENT 1L and 4L"
    },
    {
      "name": "Bridge (right)",
      "tag": "RIGHT BRIDGE",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Limits shown as dashed box spanning railroad track, bounded by B.F.P.R. BENT 1R and 4R"
    },
    {
      "name": "Bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1L (back face of pile/pier at bent), marked with circle at bridge limit"
    },
    {
      "name": "Bent",
      "tag": "BENT 4L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4L, marked with circle at bridge limit"
    },
    {
      "name": "Bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1R, marked with circle at bridge limit"
    },
    {
      "name": "Bent",
      "tag": "BENT 4R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4R, marked with circle at bridge limit"
    },
    {
      "name": "Railroad track (existing)",
      "tag": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline shown crossing roadway alignment"
    },
    {
      "name": "Future access road",
      "tag": "FUTURE ACCESS ROAD",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline shown, planned future roadway"
    },
    {
      "name": "Future track",
      "tag": "FUTURE TRACK",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline shown, planned future railroad track"
    },
    {
      "name": "Roadway centerline",
      "tag": "SR 21",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of state route 21 shown crossing bridge/track"
    },
    {
      "name": "PGL profile grade line",
      "tag": "PGL WESTBOUND",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Westbound profile grade line shown as dashed centerline through left bridge"
    },
    {
      "name": "PGL profile grade line",
      "tag": "PGL EASTBOUND",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Eastbound profile grade line shown as dashed centerline through right bridge"
    },
    {
      "name": "Railroad right-of-way line",
      "tag": "RR R/W",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two parallel R/W lines flanking the track alignment"
    },
    {
      "name": "Elevation data table",
      "tag": "SURVEYED TOP OF RAIL ELEVATIONS",
      "shape": "tabular",
      "material": "",
      "count": 1,
      "note": "Table listing station, offset, and elevation columns (elevation column values not visible/cropped off)"
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1L/4L/1R (typical skew angle at bridge limits)"
    },
    {
      "label": "Bearing",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Future Track / Future Access Road alignment"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21 centerline"
    },
    {
      "label": "Station equation",
      "value": "STA. 18+16.85, CL SR 21 = STA. 303+80.83, CL CENTRAL OF GEORGIA RAILROAD COMPANY",
      "unit": "",
      "appliesTo": "Intersection of SR 21 and railroad centerlines"
    },
    {
      "label": "Begin bridge station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge"
    },
    {
      "label": "End bridge station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "End Bridge"
    },
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Offset",
      "value": "2.5",
      "unit": "LT",
      "appliesTo": "Elevation table rows (left offset)"
    },
    {
      "label": "Offset",
      "value": "2.5",
      "unit": "RT",
      "appliesTo": "Elevation table rows (right offset)"
    },
    {
      "label": "Station callout on plan",
      "value": "302+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "302+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "303+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "303+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "304+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "304+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "305+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "305+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    }
  ],
  "notes": [
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "EXISTING TRACK ALIGNMENT",
    "SURVEYED TOP OF RAIL ELEVAT[IONS]",
    "ELEVATIONS ON EXISTING CENTRAL O[F GEORGIA] RAILROAD COMPANY EXISTING T[RACK]",
    "STATION",
    "OFFSET",
    "EL[EVATION]",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD",
    "N.",
    "LIMITS OF LEFT BRIDGE",
    "LIMITS OF RIGHT BRIDGE",
    "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "FUTURE ACCESS ROAD",
    "FUTURE TRACK",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SR 21",
    "RR R/W",
    "BEGIN BRIDGE STA. 17+23.00",
    "END BRIDGE STA. 19+15.00",
    "B.F.P.R. BENT 1L",
    "B.F.P.R. BENT 4L",
    "B.F.P.R. BENT 1R",
    "B.F.P.R. BENT 4R"
  ],
  "description": "This crop is a plan view showing the existing track alignment of the Central of Georgia Railroad Company crossing a proposed roadway (SR 21) with two parallel bridges (Left and Right) spanning the tracks. It documents bridge begin/end stations, bent locations (1L, 4L, 1R, 4R), skew angles, alignment bearings, future access road/track centerlines, and railroad right-of-way lines, along with a partial survey elevation table for top-of-rail elevations at various stations and offsets dated September 18, 2024. The elevation values column in the table is cropped off and not visible."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1-6 (Westbound span)",
      "shape": "linear/I-shaped (beam line)",
      "material": "precast concrete (implied by 400A callout)",
      "count": 6,
      "note": "Centerlines shown as dash-dot lines, beams 1 through 6 for westbound deck"
    },
    {
      "name": "Beam",
      "tag": "BEAM 7-12 (Eastbound span)",
      "shape": "linear/I-shaped (beam line)",
      "material": "precast concrete (implied by 400A callout)",
      "count": 6,
      "note": "Centerlines shown as dash-dot lines, beams 7 through 12 for eastbound deck"
    },
    {
      "name": "Diaphragm",
      "tag": "400A",
      "shape": "rectangular strip, perpendicular to beams",
      "material": "reinforced concrete",
      "count": 3,
      "note": "Labeled '10\" CONCRETE DIAPHRAGM, TYP.', shown crossing beams at intervals, callout '400A' repeated twice (once per span)"
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear strip along deck edge",
      "material": "concrete",
      "count": 2,
      "note": "1'-0\" EDGEBEAM, TYP., one along each side of each span"
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear strip",
      "material": "concrete",
      "count": 4,
      "note": "8\" FILLET, TYP., shown along beam edges"
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear/rectangular",
      "material": "concrete",
      "count": 4,
      "note": "Two types called out: '3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.' and '1'-6\" ENDWALL'"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "ledge/rectangular",
      "material": "concrete",
      "count": 2,
      "note": "12\" PAVING REST, TYP., one per span at bent location"
    },
    {
      "name": "Bent",
      "tag": "BENT 1 (B.F.P.R. BENT 1)",
      "shape": "not fully shown, referenced at edge of plan",
      "material": "concrete",
      "count": 2,
      "note": "Labeled 'B.F.P.R. BENT 1' appears at both spans, likely 'Back Face Paving Rest' or bent reference; only tag visible, structure not detailed in this crop"
    },
    {
      "name": "Fence post",
      "tag": "12-502A / 12-502B / 12-502C",
      "shape": "circular (post markers shown as small circles)",
      "material": "not stated",
      "count": 9,
      "note": "Fence post spacing marks along top and bottom edges of both spans, tagged 502A, 502B, 502C with quantity prefix '12-'"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular/trapezoidal (skewed)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two deck panels shown, Westbound and Eastbound, both skewed at 81°-20'-05.0\""
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width (top span)",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck top edge"
    },
    {
      "label": "Segment width",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck top edge (3 segments)"
    },
    {
      "label": "Beam spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck top edge beam spacing (5 instances)"
    },
    {
      "label": "End segment",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck top edge end segment"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck top edge start offset"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "Deck cross width, both spans"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "Deck cross width, both spans"
    },
    {
      "label": "Offset from gutter to out",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Deck edge, both spans (4 instances)"
    },
    {
      "label": "Fence post spacing width",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence posts near edgebeam ends, both spans (4 instances)"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "degrees-min-sec",
      "appliesTo": "Beam skew / construction centerline skew, multiple callouts"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "bearing",
      "appliesTo": "Construction reference line between spans"
    },
    {
      "label": "Fillet thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Fillet, typ."
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Concrete diaphragm, typ."
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Edgebeam, typ."
    },
    {
      "label": "Endwall thickness (exterior)",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Endwall outside exterior beam, typ."
    },
    {
      "label": "Endwall thickness (interior)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Bottom span width dimension set",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Vertical dimension between spans (2 instances)"
    },
    {
      "label": "Lower fence post spacing overall (bottom of westbound)",
      "value": "52'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck bottom edge overall"
    },
    {
      "label": "Segment dimension",
      "value": "17'-4 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck bottom edge segment"
    },
    {
      "label": "Segment dimension",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "Westbound deck bottom edge segment (2 instances)"
    },
    {
      "label": "End post dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "End post, westbound bottom edge"
    },
    {
      "label": "Fence post spacing segments (bottom westbound)",
      "value": "8'-9\", 8'-9\", 8'-0\", 9'-6\", 9'-6\", 6'-8 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Westbound bottom edge fence post spacing"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound bottom edge start offset"
    },
    {
      "label": "Eastbound top edge overall",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck top edge overall"
    },
    {
      "label": "Segment dimension",
      "value": "17'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck top edge segment (2 instances)"
    },
    {
      "label": "Segment dimension",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck top edge segment"
    },
    {
      "label": "End post dimension",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "End post, eastbound top edge"
    },
    {
      "label": "Fence post spacing segments (top eastbound)",
      "value": "8'-9\", 8'-9\", 8'-0\", 9'-6\", 9'-6\", 6'-2 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound top edge fence post spacing"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound top edge start offset"
    },
    {
      "label": "Overall deck width (bottom span)",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck bottom edge"
    },
    {
      "label": "Segment width",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck bottom edge (3 segments)"
    },
    {
      "label": "Beam spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck bottom edge beam spacing (5 instances)"
    },
    {
      "label": "End segment",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck bottom edge end segment"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound deck bottom edge start offset"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "B.F.P.R. BENT 1",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "81°-20'-05.0\", TYP.",
    "CONSTRUCTION CL SR 21",
    "81°-20'-05.0\"",
    "FENCE POST SPACING",
    "END POST"
  ],
  "labels": [
    "DECK PLAN",
    "SPAN 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "N 83°-43'-21.7\" E",
    "aruna sastry",
    "5/31/2025",
    "11:05:27 AM"
  ],
  "description": "This crop is a Deck Plan (Span 1) for a two-span bridge structure, showing separate westbound and eastbound decks in plan view, each skewed at 81°-20'-05.0\". It details beam centerlines (Beam 1-12), fence post spacing and tags (502A/B/C), edgebeams, fillets, endwalls, paving rests, concrete diaphragms (400A), and overall/segment dimensions for deck width, gutter-to-gutter and out-to-out widths, plus a construction centerline (SR 21) and bearing reference between the two spans."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "SPAN 1",
      "shape": "trapezoidal (skewed)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One deck plan shown for each bridge (westbound and eastbound), both labeled Span 1"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1–BEAM 12",
      "shape": "longitudinal, parallel",
      "material": "precast/prestressed concrete (implied by beam callouts, not stated)",
      "count": 12,
      "note": "Six beams shown per bridge, centerlines labeled CL BEAM 1 through CL BEAM 12"
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear, at ends of span",
      "material": "concrete",
      "count": 4,
      "note": "Two sizes noted: 3'-0\" endwall outside exterior beam (typ.) and 1'-6\" endwall"
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear, along deck edge",
      "material": "concrete",
      "count": 2,
      "note": "1'-0\" edgebeam, typ., one per bridge"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "transverse, rectangular",
      "material": "concrete",
      "count": 6,
      "note": "10\" concrete diaphragm, typ.; three transverse lines shown per bridge deck"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear ledge",
      "material": "concrete",
      "count": 2,
      "note": "12\" paving rest, one per bridge at bent end"
    },
    {
      "name": "Bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as back face of bent (B.F.P.R.), one per bridge deck plan"
    },
    {
      "name": "End post",
      "tag": "END POST",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Located at the skewed end of each span, dimensioned 4'-3\" and 4'-6\""
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502A",
      "shape": "bar, transverse",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Shown at top and bottom edges of both bridge decks"
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502B",
      "shape": "bar, transverse",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Shown along lower edge of upper (westbound) deck"
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502C",
      "shape": "bar, transverse",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Shown along upper edge of lower (eastbound) deck"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400A",
      "shape": "bar, longitudinal",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Labeled once per deck, appears to run along beam lines"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Span 1 deck (both bridges)"
    },
    {
      "label": "Panel spacing",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Deck panel spacing, repeated 3x per deck"
    },
    {
      "label": "Bar spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "12-502A/B/C bar spacing, repeated multiple times"
    },
    {
      "label": "End spacing",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing at deck end"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Deck edge dimension, multiple locations"
    },
    {
      "label": "Bearing pad spacing",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bearing marks (*) near beam ends, x2"
    },
    {
      "label": "Fillet thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Fillet, typ."
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Concrete diaphragm, typ."
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Endwall thickness",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Endwall outside exterior beam, typ."
    },
    {
      "label": "Endwall thickness",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Edgebeam, typ."
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "Deck cross width"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "Deck cross width"
    },
    {
      "label": "Overhang dimension",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Deck overhang, repeated top and bottom"
    },
    {
      "label": "Distance",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Between gutter lines, both bridges"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "Beam/skew angle, typ., repeated multiple times"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "Construction bearing line"
    },
    {
      "label": "End post dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "End post, upper deck"
    },
    {
      "label": "End post dimension",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "End post, lower deck"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-4 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment, x2"
    },
    {
      "label": "Total diagonal dimension",
      "value": "52'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge total, upper deck"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment, lower deck, x2"
    },
    {
      "label": "Diagonal dimension",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge segment, lower deck"
    },
    {
      "label": "Total diagonal dimension",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Skewed deck edge total, lower deck"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, repeated multiple times"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, x2"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, upper deck end"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing, lower deck end"
    }
  ],
  "notes": [],
  "labels": [
    "DECK PLAN",
    "SPAN 1",
    "CONSTRUCTION CL SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "FENCE POST SPACING",
    "END POST",
    "B.F.P.R. BENT 1",
    "CL BEAM 1",
    "CL BEAM 2",
    "CL BEAM 3",
    "CL BEAM 4",
    "CL BEAM 5",
    "CL BEAM 6",
    "CL BEAM 7",
    "CL BEAM 8",
    "CL BEAM 9",
    "CL BEAM 10",
    "CL BEAM 11",
    "CL BEAM 12"
  ],
  "description": "This crop shows the Deck Plan for Span 1 of a twin-bridge structure, depicting the westbound and eastbound decks side by side with beam centerlines (Beams 1–12), endwalls, edgebeams, diaphragms, paving rests, and end posts. It is heavily dimensioned with panel widths, skew angles (81°-20'-05.0\"), fence post spacing, and gutter-to-gutter/out-to-out widths, and references reinforcing bar marks 12-502A/B/C and 400A along with a construction centerline (SR 21) and bearing call-out."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "reinforced concrete (rebar)",
      "count": null,
      "note": "referenced as 2-600 bars, 10'-0\" long, placed between pairs of 400 bars"
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "reinforced concrete (rebar)",
      "count": null,
      "note": "bars in top of slab over intermediate bents 2 and 3"
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "slab over intermediate bents referenced in note 5"
    },
    {
      "name": "bent",
      "tag": "Bent 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "intermediate bent referenced in note text"
    },
    {
      "name": "bent",
      "tag": "Bent 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "intermediate bent referenced in note text"
    }
  ],
  "measurements": [
    {
      "label": "length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "600 bar"
    },
    {
      "label": "quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "600 bar, per pair of 400 bars"
    }
  ],
  "notes": [
    "...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": [],
  "description": "This crop shows a partial list of general construction notes, specifically items 5 and 6 (with a fragment of a note above referencing a construction joint in deck), concerning placement and staggering of reinforcement bars (600 and 400 bar marks) in the top of the deck slab over intermediate bents 2 and 3. It is a text-only notes block, not a plan or detail view, and appears to be part of a larger reinforcement notes list on the sheet."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1-12",
      "shape": "linear, longitudinal",
      "material": "precast concrete",
      "count": 12,
      "note": "Six beams shown per each of two deck halves (westbound and eastbound), individually labeled BEAM 1 through BEAM 12"
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular, transverse",
      "material": "concrete",
      "count": 6,
      "note": "Labeled '10\" CONCRETE DIAPHRAGM, TYP.'; shown between beams at intermediate locations, three per deck half"
    },
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "note": "Labeled '1'-0\" EDGEBEAM, TYP.', one along each deck half"
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear, tapered edge detail",
      "material": "concrete",
      "count": 2,
      "note": "Labeled '8\" FILLET, TYP.'"
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear, angled",
      "material": "concrete",
      "count": 4,
      "note": "Two sizes noted: '3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.' and '1'-6\" ENDWALL', two each (one per deck end)"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "note": "Labeled '12\" PAVING REST' at bent ends"
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Labeled 'B.F.P.R. BENT 4' at both ends of the span (top and bottom edges of deck plan)"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "12-502A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 6,
      "note": "Appears at top and bottom edges of deck (fence post/parapet reinforcement), 3 marks per edge x2 edges"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "12-502B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Appears along eastbound deck edge near construction centerline"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "12-502C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Appears along westbound deck edge near construction centerline"
    },
    {
      "name": "Reinforcement bar mark",
      "tag": "400A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Labeled once per deck half, likely deck slab main reinforcement"
    },
    {
      "name": "Fence post spacing markers",
      "tag": "",
      "shape": "point markers",
      "material": "",
      "count": null,
      "note": "Rows of dimensioned spacing along both outer edges and inner edges of both deck halves; some marked with * and ** symbols"
    },
    {
      "name": "End post",
      "tag": "END POST",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Located at inner ends of each deck half near construction centerline of SR 21"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width, top deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "westbound deck outer bay"
    },
    {
      "label": "Beam bay spacing (3 bays)",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "westbound deck, repeated 3 times"
    },
    {
      "label": "Fence post spacing sequence",
      "value": "6'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\"",
      "unit": "",
      "appliesTo": "westbound deck outer edge"
    },
    {
      "label": "End dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "westbound deck outer edge end"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck skew, typ."
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "Fillet dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet, typ."
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam, typ."
    },
    {
      "label": "Endwall dimension (exterior)",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall outside exterior beam, typ."
    },
    {
      "label": "Endwall dimension (other)",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "westbound/eastbound deck section"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "westbound/eastbound deck section"
    },
    {
      "label": "Offset at edge",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "deck edge offset from gutter line, top and bottom"
    },
    {
      "label": "Beam spacing bay (5'-0\" marks)",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "Beam 1/Beam 2 area and Beam 11/Beam 12 area"
    },
    {
      "label": "Fence post spacing sequence (lower rows)",
      "value": "6'-2 3/8\", 9'-6\", 9'-6\", 8'-0\", 8'-9\", 8'-9\"",
      "unit": "",
      "appliesTo": "inner edge near bent 4, westbound"
    },
    {
      "label": "End post dimension",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post, westbound"
    },
    {
      "label": "Sub-span dimension",
      "value": "17'-2 3/4\", 17'-2 13/16\", 17'-2 13/16\"",
      "unit": "",
      "appliesTo": "inner deck edge dimensions"
    },
    {
      "label": "Total inner edge length",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "westbound inner deck edge total"
    },
    {
      "label": "Total deck length (construction centerline area)",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck length along construction centerline SR 21"
    },
    {
      "label": "Sub-span dimension",
      "value": "17'-5 1/4\", 17'-5 1/4\", 17'-4 5/16\"",
      "unit": "",
      "appliesTo": "eastbound inner deck edge"
    },
    {
      "label": "Fence post spacing sequence (eastbound inner)",
      "value": "6'-8 13/16\", 9'-6\", 9'-6\", 8'-0\", 8'-9\", 8'-9\"",
      "unit": "",
      "appliesTo": "eastbound deck inner edge"
    },
    {
      "label": "End post dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post, eastbound"
    },
    {
      "label": "Total width, bottom deck",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "eastbound deck outer bay"
    },
    {
      "label": "Beam bay spacing (3 bays), bottom deck",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "eastbound deck, repeated 3 times"
    },
    {
      "label": "Fence post spacing sequence, bottom",
      "value": "6'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\", 9'-6\"",
      "unit": "",
      "appliesTo": "eastbound deck outer edge"
    },
    {
      "label": "Skew/bearing angle line",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "reference bearing line between decks"
    },
    {
      "label": "Gutter to gutter width (repeat)",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "partial dimension near end post areas"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "B.F.P.R. BENT 4",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "N 83°-43'-21.7\" E"
  ],
  "labels": [
    "SPAN 3",
    "DECK PLAN",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "END POST"
  ],
  "description": "This crop is a deck plan view for Span 3 of a bridge, showing two parallel roadway decks (westbound and eastbound), each carrying six precast beams (Beams 1-6 and 7-12 respectively) supported at Bent 4. The drawing details fence post spacing, edge beams, fillets, concrete diaphragms, endwalls, and paving rests, along with numerous linear dimensions, skew angles, and gutter/out-to-out width callouts for both deck halves. Reinforcement bar marks (12-502A/B/C, 400A) are called out at deck edges and diaphragm locations, indicating this sheet documents deck slab layout and edge/fence detailing for take-off of concrete and reinforcement quantities."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1-12",
      "shape": "longitudinal, parallel",
      "material": "precast concrete (implied)",
      "count": 12,
      "note": "Centerlines of 12 beams shown (BEAM 1 through BEAM 12), 6 per roadway (westbound and eastbound)."
    },
    {
      "name": "Fence post anchorage/rebar",
      "tag": "12-502A",
      "shape": "",
      "material": "reinforcement bar (implied)",
      "count": 6,
      "note": "Marks at top and bottom edges of deck plan, at fence post spacing locations."
    },
    {
      "name": "Fence post anchorage/rebar",
      "tag": "12-502B",
      "shape": "",
      "material": "reinforcement bar (implied)",
      "count": 3,
      "note": "Marks along eastbound roadway upper edge."
    },
    {
      "name": "Fence post anchorage/rebar",
      "tag": "12-502C",
      "shape": "",
      "material": "reinforcement bar (implied)",
      "count": 3,
      "note": "Marks along westbound roadway lower edge."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear, 1'-0\" wide",
      "material": "reinforced concrete (implied)",
      "count": 2,
      "note": "Typical edgebeam along outer edge of each roadway deck."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "400A",
      "shape": "transverse, 10\" thick",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Typical diaphragm between beams, shown at midspan of each roadway; tag 400A appears once per roadway."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "linear, 1'-6\" and 3'-0\" widths",
      "material": "concrete (implied)",
      "count": 4,
      "note": "1'-6\" endwall and 3'-0\" endwall outside exterior beam, at both ends of each roadway."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear, 8\" typical",
      "material": "concrete (implied)",
      "count": 2,
      "note": "8\" fillet typical, shown along beam lines."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "linear, 12\" wide",
      "material": "concrete (implied)",
      "count": 2,
      "note": "12\" paving rest at end of each roadway deck."
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "concrete (implied)",
      "count": 1,
      "note": "Referenced as 'B.F.P.R. BENT 4' (likely 'Back Face of Pier/Bent Rest') at the far end of the span for both roadways."
    },
    {
      "name": "Fence post spacing markers",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Asterisk symbols denote fence post spacing locations, referenced but not individually described."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Labeled 'END POST' at the terminal fence post location on each roadway."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway (top)"
    },
    {
      "label": "Segment width",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway (3 segments)"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway (repeated 5 times)"
    },
    {
      "label": "Fence post spacing (end)",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway, end spacing"
    },
    {
      "label": "Post bracket spacing",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "Near Beam 1, both sides"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "degrees-min-sec",
      "appliesTo": "Beam skew, typical"
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Concrete diaphragm, typical"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Edgebeam, typical"
    },
    {
      "label": "Fillet size",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Fillet, typical"
    },
    {
      "label": "Endwall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Endwall outside exterior beam, typical"
    },
    {
      "label": "Endwall width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "Roadway width, both roadways"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "Deck width, both roadways"
    },
    {
      "label": "Edge offset",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Edge distance, both roadways (multiple locations)"
    },
    {
      "label": "Roadway offset",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Half-width dimension, both roadways"
    },
    {
      "label": "Fence post spacing (lower edge)",
      "value": "6'-2 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Westbound roadway lower edge, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge (x2)"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge (x2)"
    },
    {
      "label": "End spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge end"
    },
    {
      "label": "End post width",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "End post, westbound lower edge"
    },
    {
      "label": "Segment length",
      "value": "17'-2 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge segment"
    },
    {
      "label": "Segment length",
      "value": "17'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge segment (x2)"
    },
    {
      "label": "Total length",
      "value": "51'-8 3/8\"",
      "unit": "ft-in",
      "appliesTo": "Westbound lower edge total"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "bearing",
      "appliesTo": "Construction centerline SR 21"
    },
    {
      "label": "Total length",
      "value": "52'-2 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway upper edge total"
    },
    {
      "label": "Segment length",
      "value": "17'-5 1/4\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge segment (x2)"
    },
    {
      "label": "Segment length",
      "value": "17'-4 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge segment"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway upper edge, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge (x2)"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge (x2)"
    },
    {
      "label": "End spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound upper edge end"
    },
    {
      "label": "End post width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "End post, eastbound upper edge"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway lower edge, first spacing"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound lower edge (repeated 5 times)"
    },
    {
      "label": "End spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound lower edge end"
    },
    {
      "label": "Segment width",
      "value": "18'-4\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway (3 segments)"
    },
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Eastbound roadway (bottom)"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "81°-20'-05.0\", TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "END POST"
  ],
  "labels": [
    "DECK PLAN",
    "SPAN 3",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "B.F.P.R. BENT 4"
  ],
  "description": "This crop is a plan view titled 'DECK PLAN' for 'SPAN 3' of a bridge, showing the deck geometry for two parallel roadways (westbound and eastbound) each supported on six beams (Beams 1-6 and 7-12). It details fence post spacing, edgebeam, concrete diaphragm, fillet, endwall, and paving rest dimensions along the skewed deck edges, along with overall width, gutter-to-gutter, and out-to-out dimensions, plus a construction centerline bearing and skew angle for SR 21."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in longitudinal elevation with reinforcement bars depicted as circles/dots along its length"
    },
    {
      "name": "Abutment/backwall",
      "tag": "",
      "shape": "tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sloped element at left end of deck"
    },
    {
      "name": "Intermediate bent (pier)",
      "tag": "",
      "shape": "tapered/hammerhead",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two similar pier shapes with flared tops supporting the slab"
    },
    {
      "name": "Reinforcement bar",
      "tag": "58-600",
      "shape": "circular (bar cross-section, shown as small circles)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Placed 2 between each pair of 400 bars in top of slab over intermediate bents, per callout"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400",
      "shape": "circular (bar cross-section, shown as dots)",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bars in top of slab referenced by the 58-600 callout"
    }
  ],
  "measurements": [
    {
      "label": "58-600",
      "value": "58-600",
      "unit": "",
      "appliesTo": "Reinforcement bar spacing/count callout"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop is a partial longitudinal elevation of a bridge superstructure showing a continuous deck slab spanning over an abutment (left, tapered) and two intermediate bents with flared/hammerhead tops. A leader note calls out reinforcement bar placement ('58-600') indicating two bars placed between each pair of 400 bars in the top of the slab over the intermediate bents. The drawing documents deck slab reinforcement detailing at pier locations."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, elongated",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in longitudinal elevation with reinforcement dots along top and bottom faces"
    },
    {
      "name": "bent",
      "tag": "",
      "shape": "tapered column with flared cap, I-shaped/hourglass profile",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Intermediate bents supporting the slab"
    },
    {
      "name": "abutment/end support",
      "tag": "",
      "shape": "trapezoidal, tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at left end of slab, partially cropped"
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "straight bar, paired",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "Bars in top of slab over intermediate bents, referenced by callout"
    },
    {
      "name": "reinforcement bar",
      "tag": "58-600",
      "shape": "straight bar",
      "material": "reinforced concrete reinforcement",
      "count": 58,
      "note": "Callout indicates 58 bars at 600 spacing, 2 placed between each pair of 400 bars"
    }
  ],
  "measurements": [
    {
      "label": "58-600",
      "value": "58-600",
      "unit": "",
      "appliesTo": "reinforcement bar callout, likely 58 bars at 600 spacing"
    }
  ],
  "notes": [],
  "labels": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "description": "This crop shows a partial longitudinal elevation of a bridge superstructure spanning over two intermediate bents and an end abutment, with the deck slab reinforcement pattern indicated by dot symbols along the top and bottom of the slab. A callout identifies additional top reinforcement bars (58-600) to be placed between pairs of 400 bars in the slab over the intermediate bents. The bents are shown with a tapered, flared-cap profile typical of pier column details."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": 1,
      "note": "Elevation view of a precast pretensioned girder spanning between Bent 2 and Bent 3; shown with strand pattern and diaphragm/hold-down details"
    },
    {
      "name": "strand (pretensioning)",
      "tag": "2-550",
      "shape": "straight, at bottom flange",
      "material": "steel (low-relaxation strand)",
      "count": 2,
      "note": "2 strands at each end location, labeled 2-550"
    },
    {
      "name": "strand (pretensioning)",
      "tag": "2-450",
      "shape": "draped/inclined",
      "material": "steel (low-relaxation strand)",
      "count": 2,
      "note": "part of draped strand group"
    },
    {
      "name": "strand (pretensioning)",
      "tag": "8-451",
      "shape": "draped, inclined group",
      "material": "steel (low-relaxation strand)",
      "count": 8,
      "note": "labeled '8-DRAPED STRANDS' and '8-451'"
    },
    {
      "name": "strand (pretensioning)",
      "tag": "13-350",
      "shape": "straight, at bottom flange",
      "material": "steel (low-relaxation strand)",
      "count": 13,
      "note": "13 strands at 6\" spacing"
    },
    {
      "name": "strand (pretensioning)",
      "tag": "2-452",
      "shape": "straight",
      "material": "steel (low-relaxation strand)",
      "count": 2,
      "note": ""
    },
    {
      "name": "strand (pretensioning)",
      "tag": "2-650",
      "shape": "straight",
      "material": "steel (low-relaxation strand)",
      "count": 2,
      "note": "located at each end location"
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular, 2\" diameter",
      "material": "",
      "count": 2,
      "note": "omitted at beams 6 and 12, and at beams 1 and 7 per notes"
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "centerline bearing locations shown near each bent"
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "located at midpoint of beam"
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "reference centerline only, not detailed in this crop"
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "reference centerline only, not detailed in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Span Length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "beam span between Bent 2 and Bent 3"
    },
    {
      "label": "Beam Length",
      "value": "80'-11 5/8\"",
      "unit": "ft-in",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Midpoint dimension",
      "value": "40'-5 13/16\"",
      "unit": "ft-in",
      "appliesTo": "beam midpoint reference"
    },
    {
      "label": "Dimension to first spacing group",
      "value": "11 3/16\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "in",
      "appliesTo": "strand/hole spacing along beam"
    },
    {
      "label": "Spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "in",
      "appliesTo": "strand/hole spacing along beam"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "spacing gap"
    },
    {
      "label": "Spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "in",
      "appliesTo": "strand/hole spacing along beam"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "end spacing"
    },
    {
      "label": "Depth dimension",
      "value": "2'-3\"",
      "unit": "ft-in",
      "appliesTo": "beam end depth"
    },
    {
      "label": "Camber (non-composite)",
      "value": "1 1/4\"",
      "unit": "in",
      "appliesTo": "ΔNC beam camber"
    },
    {
      "label": "Camber (composite)",
      "value": "1/8\"",
      "unit": "in",
      "appliesTo": "ΔC beam camber"
    },
    {
      "label": "Dimension",
      "value": "6 7/8\"",
      "unit": "in",
      "appliesTo": "hole spacing near diaphragm bar hole"
    },
    {
      "label": "Strand group",
      "value": "2-550",
      "unit": "",
      "appliesTo": "strand count/mark, at each end location"
    },
    {
      "label": "Strand group",
      "value": "2-450",
      "unit": "",
      "appliesTo": "strand count/mark"
    },
    {
      "label": "Strand group",
      "value": "8-451",
      "unit": "",
      "appliesTo": "draped strand group"
    },
    {
      "label": "Strand group",
      "value": "13-350 AT 6\"",
      "unit": "in",
      "appliesTo": "strand spacing group"
    },
    {
      "label": "Dimension",
      "value": "2 5/8\"",
      "unit": "in",
      "appliesTo": "end region dimension"
    },
    {
      "label": "Strand group",
      "value": "2-452",
      "unit": "",
      "appliesTo": "strand count/mark"
    },
    {
      "label": "Dimension",
      "value": "6 3/16\"",
      "unit": "in",
      "appliesTo": "end bearing offset"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "bearing offset dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-2 3/16\"",
      "unit": "ft-in",
      "appliesTo": "end dimension to bearing"
    },
    {
      "label": "Bearing to Bearing",
      "value": "79'-7 5/8\"",
      "unit": "ft-in",
      "appliesTo": "centerline bearing to centerline bearing"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "ALL DIMENSIONS ARE ALONG C BEAM"
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "C BENT 2",
    "C BENT 3",
    "C BEARING",
    "C LOW FRICTION TYPE HOLD DOWN",
    "C 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "8 - DRAPED STRANDS"
  ],
  "description": "This crop shows an elevation view of a single precast, pretensioned concrete I-girder (PSC beam) spanning between Bent 2 and Bent 3, with overall span, beam length, and bearing-to-bearing dimensions given. It details the strand layout including straight bottom strands (grouped as 2-550, 13-350, 2-452, 2-650) and draped strands (2-450, 8-451), diaphragm bar hole locations (omitted at specific beam numbers), camber values, and bearing/hold-down centerline locations, documenting the beam's prestressing and geometric layout for fabrication."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 piles, referenced in notes for Bent 1L and Bent 1R"
    },
    {
      "name": "bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 1, left; quantities listed in substructure table"
    },
    {
      "name": "bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 1, right; quantities listed in substructure table"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "pile"
    },
    {
      "label": "Pile section",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "pile"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet number",
      "value": "13 OF 21",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Drawing number",
      "value": "35-0013",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Project number",
      "value": "0019181",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DRAWING NO. 35-0013",
    "BRIDGE SHEET 13 OF 21",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0013.dgn"
  ],
  "description": "This crop shows the title block for Bridge Sheet 13 of a Georgia DOT bridge project (SR 21 @ NS #620272Y, Jenkins County), including firm information, engineer's seal, drawing metadata, and general notes on pile design and driving criteria. A substructure quantities table gives concrete and reinforcing steel quantities for End Bent 1 (left and right). No plan or section geometry is shown; this is administrative/title-block and notes content."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as subject of elevation drawing on this sheet; not depicted in this crop, only labeled in title block and heading"
    }
  ],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "drawing (unless otherwise noted)"
    }
  ],
  "notes": [
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0014",
    "BRIDGE SHEET 14 OF 21",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0014.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the title block of a Georgia DOT bridge sheet (Sheet 14 of 21) for the Intermediate Bent 2 elevation on SR 21 over NS railroad #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It includes the drawing heading 'ELEVATION (BENT 2 RIGHT LOOKING AHEAD)', project identification, professional engineer's seal, scale, date, and sign-off fields, but does not contain the actual elevation drawing content within this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "linear/rectangular in plan",
      "material": "reinforced concrete (implied)",
      "count": 1,
      "note": "Shown split into two plan segments labeled BENT 2 LEFT and BENT 2 RIGHT, representing one continuous bent cap"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": "Part of BENT 2 LEFT plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": "Part of BENT 2 RIGHT plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "linear (centerline shown)",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed 3\" dia. x 12\" deep hole for 1 1/2\" dia. smooth dowel bar, typical, shown at multiple bearing locations along both bent segments"
    },
    {
      "name": "Bearing line",
      "tag": "℄ BEARING",
      "shape": "linear centerline",
      "material": "",
      "count": 2,
      "note": "One at each end of the bent (left and right plan segments)"
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 (both segments), typical"
    },
    {
      "label": "Offset distance",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "SR 21 WB = PGL to ℄ SR 21"
    },
    {
      "label": "Offset distance",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "℄ SR 21 to SR 21 EB = PGL"
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 LEFT, ℄ BENT intersection point"
    },
    {
      "label": "Station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT, ℄ BENT intersection point"
    },
    {
      "label": "Overall bent width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT and RIGHT, cross dimension"
    },
    {
      "label": "Edge offset",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, top and bottom edge dimension"
    },
    {
      "label": "Edge offset",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, edge dimension"
    },
    {
      "label": "Edge offset",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "BENT 2 LEFT/RIGHT, edge dimension"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, near ℄ BENT"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Beam centerline spacing, typical, both segments"
    },
    {
      "label": "Beam spacing (bottom row)",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam centerline spacing, bottom dimension line, both segments"
    },
    {
      "label": "End overhang",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1/Beam 6 and Beam 7/Beam 12 end spans"
    },
    {
      "label": "Total length",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "Overall length of BENT 2 LEFT and BENT 2 RIGHT segments"
    },
    {
      "label": "Edge dimension",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, outer edge"
    },
    {
      "label": "Edge dimension",
      "value": "2'-3 5/16\"",
      "unit": "ft-in",
      "appliesTo": "BENT 2 LEFT/RIGHT, outer edge"
    },
    {
      "label": "Hole diameter",
      "value": "3",
      "unit": "in DIA",
      "appliesTo": "Dowel bar hole"
    },
    {
      "label": "Hole depth",
      "value": "12",
      "unit": "in DEEP",
      "appliesTo": "Dowel bar hole"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1 1/2",
      "unit": "in DIA",
      "appliesTo": "Smooth dowel bar"
    },
    {
      "label": "Skew note angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Typical, repeated at multiple locations"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "GDOT",
    "P.J. NO. 0019181",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "℄ SR 21",
    "PLAN (BENT 2 LEFT)",
    "PLAN (BENT 2 RIGHT)",
    "℄ BEARING",
    "℄ BENT",
    "STA. 17+81.35",
    "STA. 17+74.65",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12"
  ],
  "description": "This crop shows two plan-view segments labeled PLAN (BENT 2 LEFT) and PLAN (BENT 2 RIGHT), depicting the layout of Bent 2 of a bridge with beam centerlines 1 through 12, bearing lines, and formed dowel bar holes at bearing locations. Dimensions define beam spacing, bent width, skew angle (81°-20'-05.0\"), and stationing (STA. 17+81.35 and STA. 17+74.65) relative to SR 21 westbound and eastbound profile grade lines. The title block in the upper right identifies the sheet as a GDOT project, P.J. No. 0019181."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in elevation title above title block; not detailed in this crop"
    }
  ],
  "measurements": [],
  "notes": [
    "UNLESS OTHERWISE NOTED"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0014",
    "BRIDGE SHEET 14 OF 21",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0014.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop is the title block area of sheet 14 of a Georgia DOT bridge drawing set, identifying the sheet as 'Intermediate Bent 2' elevation for Bridge No. 1 Lt. and Rt. on SR 21 at NS #620272Y crossing, Jenkins County, drawn by Sastry & Associates, Inc. It includes firm information, engineer's seal, drawing number 35-0014, scale, date (May 2025), and sign-off fields for design/check/review/approval, along with a partial title reference to an 'ELEVATION (BENT 2 RIGHT LOOKING AHEAD)' view above it. No actual structural elements are drawn within this crop itself."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, left plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centerline shown, right plan"
    },
    {
      "name": "Bearing",
      "tag": "CL BEARING",
      "shape": "point/line",
      "material": "",
      "count": 4,
      "note": "Bearing lines at ends of each plan, shown as dashed transverse lines with 'CL BEARING' label"
    },
    {
      "name": "Bent",
      "tag": "CL BENT",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": "Bent centerline shown per plan segment, one interior support line in each of the two plan views"
    },
    {
      "name": "Dowel bar hole",
      "tag": "",
      "shape": "circular, 3\" dia x 12\" deep",
      "material": "",
      "count": null,
      "note": "Formed holes for 1-1/2\" dia smooth dowel bar, typical, shown at multiple locations along bent/bearing lines"
    }
  ],
  "measurements": [
    {
      "label": "Overall plan width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "left plan segment near CL SR 21"
    },
    {
      "label": "Overall plan width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "right plan segment near CL SR 21"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "typical bent/bearing skew, multiple locations"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "station",
      "appliesTo": "left plan, bent location"
    },
    {
      "label": "Station",
      "value": "STA. 18+56.65",
      "unit": "station",
      "appliesTo": "right plan, bent location"
    },
    {
      "label": "Overall beam group width",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "left plan, beam 1 to beam 6"
    },
    {
      "label": "Overall beam group width",
      "value": "42'-6\"",
      "unit": "ft-in",
      "appliesTo": "right plan, beam 7 to beam 12"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1 to edge, left plan"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 6 to edge, left plan"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 7 to edge, right plan"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "Beam 12 to edge, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 1 to Beam 2, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 2 to Beam 3, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 3 to Beam 4, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 4 to Beam 5, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 5 to Beam 6, left plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 7 to Beam 8, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 8 to Beam 9, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 9 to Beam 10, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 10 to Beam 11, right plan"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Beam 11 to Beam 12, right plan"
    },
    {
      "label": "Upper spacing (bent line)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "repeated interval along bent line, left plan (5 instances)"
    },
    {
      "label": "Upper spacing (bent line)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "repeated interval along bent line, right plan (5 instances)"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "left edge, left plan"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 3/16\"",
      "unit": "ft-in",
      "appliesTo": "right edge, left plan"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 5/16\"",
      "unit": "ft-in",
      "appliesTo": "left edge, right plan"
    },
    {
      "label": "Edge distance",
      "value": "2'-3 3/8\"",
      "unit": "ft-in",
      "appliesTo": "right edge, right plan"
    },
    {
      "label": "Offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "near STA 18+63.35, left plan"
    },
    {
      "label": "Offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "near STA 18+56.65, right plan"
    },
    {
      "label": "Bearing depth dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "vertical dimension at bearing line, left plan"
    },
    {
      "label": "Bearing depth dimension",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "vertical dimension at bearing line, right plan"
    },
    {
      "label": "Small offset",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, left plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, right plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, left plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bearing detail, right plan (two instances)"
    },
    {
      "label": "Small offset",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "bearing detail edges, left and right plans (multiple instances)"
    },
    {
      "label": "Project number",
      "value": "0019181",
      "unit": "",
      "appliesTo": "title block (P.I. NO.)"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL"
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "PLAN",
    "CL BEARING",
    "CL BENT",
    "CL SR 21",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12",
    "STA. 18+63.35",
    "STA. 18+56.65"
  ],
  "description": "This crop shows two adjacent bridge framing/beam layout plan views, likely representing the westbound (SR 21 WB) and eastbound (SR 21 EB) roadway structures at a skewed bent. Each plan shows six beam centerlines (Beam 1-6 and Beam 7-12) spaced at approximately 7'-7 1/2\" with end spans of 6'-0\", flanked by bearing lines and a skewed bent line at 81°-20'-05.0\", with dowel bar hole details and stationing called out. The drawing documents beam spacing, bearing/bent geometry, and skew angle for the superstructure framing at this location on Project P.I. No. 0019181."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "rectangular grid (plan view of reinforcement layout)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as a grid representing reinforcing bar layout within the bent cap/footing outline"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Top horizontal bars per dimension callout 5-540A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Top horizontal bars per dimension callout 4-540B"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Vertical bars per dimension callout 5-443A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 3,
      "note": "Vertical bars per dimension callout 3-443B, located in lower right stepped region"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 top width"
    },
    {
      "label": "Bar group width",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A bars, left portion"
    },
    {
      "label": "Bar group width",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B bars, right portion"
    },
    {
      "label": "Bar group height",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A bars, upper portion"
    },
    {
      "label": "Bar group height",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B bars, lower portion"
    }
  ],
  "notes": [
    "NO SCALE"
  ],
  "labels": [
    "BENT 1",
    "NO SCALE",
    "DETAIL 4",
    "E",
    "F"
  ],
  "description": "This crop shows Detail 4, a plan-view reinforcement layout for Bent 1, drawn not to scale. It depicts a grid representing reinforcing bars 540A and 540B running in one direction and 443A and 443B in the perpendicular direction, with bar counts and overall width dimensioned. Section markers E and F indicate cut lines through the bent, likely referencing adjacent cross-section details."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced by title only; no graphical bent detail is shown in this crop, only its title callout 'BENT 4, NO SCALE'."
    }
  ],
  "measurements": [],
  "notes": [
    "NO SCALE",
    "SCALE: 3/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BENT 4",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0016",
    "BRIDGE SHEET 16 OF 21",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0016.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop is the title block of a Georgia DOT bridge sheet, identifying the drawing as 'INTERMEDIATE BENT DETAILS' for Bridge No. 1 Lt. and Rt. on SR 21 over NS #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It includes project identification, scale note, professional engineer seal, and sheet/drawing numbering (Bridge Sheet 16 of 21, Drawing No. 35-0016), with a small heading above referencing 'BENT 4, NO SCALE' for the adjoining detail not shown in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "pile cap/footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Footing for Bent 2, 11'-6\" x 11'-6\" square plan"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Shown as symbol with centerline; arranged in two rows of three, marked with centerline callout '℄ PILE'"
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline shown, column itself not visible in this crop"
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only centerline (℄ BENT 2) shown; bent structure itself not depicted"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Overall length",
      "value": "11'-6\"",
      "unit": "ft-in",
      "appliesTo": "footing"
    },
    {
      "label": "Edge distance (top, left)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (top)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (top, right)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Edge distance (left, top)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing (left)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Edge distance (left, bottom)",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "footing edge to pile"
    },
    {
      "label": "Drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Footing Plan - Bent 2"
    }
  ],
  "notes": [],
  "labels": [
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ PILE",
    "℄ BENT 2",
    "℄ COLUMN",
    "AHEAD"
  ],
  "description": "This crop is a plan view titled 'FOOTING PLAN - BENT 2', showing the pile cap/footing layout for Bent 2 of a bridge substructure. It depicts a square 11'-6\" x 11'-6\" footing with six piles arranged in two rows of three, along with centerlines for the piles, the column, and Bent 2, and full dimensioning of pile spacing and edge distances."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "rectangular (grid, sloped top edge)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown as reinforcement layout grid with sloped top; view section lines E and F cut through it"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "",
      "material": "steel",
      "count": 5,
      "note": "Group labeled 5-540A spanning left portion of grid width"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "",
      "material": "steel",
      "count": 4,
      "note": "Group labeled 4-540B spanning right portion of grid width"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "",
      "material": "steel",
      "count": 5,
      "note": "Group labeled 5-443A spanning upper portion of grid height"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "",
      "material": "steel",
      "count": 3,
      "note": "Group labeled 3-443B spanning lower portion of grid height"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4",
      "unit": "ft-in",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Bar group spacing",
      "value": "5-540A",
      "unit": "",
      "appliesTo": "540A"
    },
    {
      "label": "Bar group spacing",
      "value": "4-540B",
      "unit": "",
      "appliesTo": "540B"
    },
    {
      "label": "Bar group spacing",
      "value": "5-443A",
      "unit": "",
      "appliesTo": "443A"
    },
    {
      "label": "Bar group spacing",
      "value": "3-443B",
      "unit": "",
      "appliesTo": "443B"
    }
  ],
  "notes": [],
  "labels": [
    "BENT 1",
    "NO SCALE",
    "DETAIL 4",
    "E",
    "F"
  ],
  "description": "This crop shows a reinforcement detail for BENT 1, drawn to no scale, presented as a grid pattern representing rebar layout viewed from two section cuts (E and F) indicated by arrows at top and bottom. The overall width is dimensioned at 5'-4 3/4\" and subdivided into two bar groups (5-540A and 4-540B) horizontally, while the height is subdivided into two bar groups (5-443A and 3-443B) vertically, with a stepped/notched cutout in the lower-middle portion of the grid. This is labeled 'DETAIL 4' and documents the reinforcing bar arrangement within a bent cap or bent element."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in title label above the block; no bent geometry is drawn in this crop, only the callout title 'BENT 4'."
    }
  ],
  "measurements": [
    {
      "label": "Scale note",
      "value": "3/4",
      "unit": "in = 1'-0\"",
      "appliesTo": "drawing scale (unless otherwise noted)"
    }
  ],
  "notes": [
    "NO SCALE",
    "SCALE: 3/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BENT 4",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0016",
    "BRIDGE SHEET 16 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "MAY 2025",
    "0019181_0016.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop shows the title block and header area of sheet 16 of a Georgia DOT bridge drawing set for SR 21 @ NS #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It contains only administrative and identification information—firm, agency, project, drawing number, scale note, sheet count, sign-off names, and a professional engineer's seal—along with the sheet title 'BENT 4' and drawing title 'INTERMEDIATE BENT DETAILS'; no actual structural geometry or dimensions of the bent are depicted in this particular crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 48,
      "note": "Pile numbers 1 through 12 repeated in each of four bent tables (1 LEFT/1 RIGHT combined, 2 LEFT, 2 RIGHT, 3 LEFT); tip elevation and bottom-of-footing elevation columns are blank (as-built data not yet filled in)"
    },
    {
      "name": "Bent",
      "tag": "1 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed as BEAM 1 through BEAM 6"
    },
    {
      "name": "Bent",
      "tag": "1 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed as BEAM 7 through BEAM 12"
    },
    {
      "name": "Bent",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 1 (piles 1-6) and FOOTING 2 (piles 7-12)"
    },
    {
      "name": "Bent",
      "tag": "2 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 3 (piles 1-6) and FOOTING 4 (piles 7-12)"
    },
    {
      "name": "Bent",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations grouped as FOOTING 1 (piles 1-6) and FOOTING 2 (piles 7-12)"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Appears under both 2 LEFT and 3 LEFT bent tables"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Appears under both 2 LEFT and 3 LEFT bent tables"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Under 2 RIGHT bent table"
    },
    {
      "name": "Footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Under 2 RIGHT bent table"
    },
    {
      "name": "Bridge",
      "tag": "SR 21 @ NS #620272Y",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in title block; no structural drawing of the bridge itself in this crop"
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201 ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "AS-BUILT FOUNDATION INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0018",
    "BRIDGE SHEET 18 OF 21",
    "MAY 2025",
    "NO SCALE",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "aruna sastry",
    "5/28/2025",
    "4:53:46 PM"
  ],
  "description": "This crop shows four identical as-built pile foundation schedule tables for bridge bents 1 LEFT/1 RIGHT, 2 LEFT, 2 RIGHT, and 3 LEFT, each listing pile location (beam or footing designation), pile number 1-12, and blank columns for pile tip elevation and bottom-of-footing elevation to be field-recorded. The right side contains the standard Georgia DOT title block identifying the sheet as 'AS-BUILT FOUNDATION INFORMATION' for bridge SR 21 @ NS #620272Y in Jenkins County, drawing 35-0018, sheet 18 of 21, prepared by Sastry & Associates, Inc. No plan or elevation view of the bridge itself is included in this crop."
}