Reinforcement Bar

{
  "view": "Schedule",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "AASHTO Type II, BR NO-1",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": null,
      "note": "quantity given as length, not count of beams"
    },
    {
      "name": "PSC beam",
      "tag": "AASHTO Type III, BR NO-1",
      "shape": "I-girder",
      "material": "precast concrete",
      "count": null,
      "note": "quantity given as length, not count of beams"
    },
    {
      "name": "Pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "steel H piling in place; quantity given in LF"
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "quantity in LF"
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "steel, zinc coated, 6 FT, 9 GA",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "BAR REINF STEEL",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "quantity in LB"
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "BR NO-1 LT / RT",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "lump sum items, referenced quantity (69762) shown in parentheses, appears cross-referenced with green annotation"
    }
  ],
  "measurements": [
    {
      "label": "FOUND BKFILL MATL, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Left Bridge (207-0203)"
    },
    {
      "label": "FOUND BKFILL MATL, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Right Bridge (207-0203)"
    },
    {
      "label": "BRIDGE EXCAVATION, GRADE SEPARATION",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Left Bridge (211-0200)"
    },
    {
      "label": "BRIDGE EXCAVATION, GRADE SEPARATION",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Right Bridge (211-0200)"
    },
    {
      "label": "GROOVED CONCRETE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Left Bridge (500-0100)"
    },
    {
      "label": "GROOVED CONCRETE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Right Bridge (500-0100)"
    },
    {
      "label": "SUPERSTR CONCRETE, CL D, BR NO-1 LT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Left Bridge (500-1011)"
    },
    {
      "label": "SUPERSTR CONCRETE, CL D, BR NO-1 RT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Right Bridge (500-1011)"
    },
    {
      "label": "Reference quantity for superstr concrete",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011 items"
    },
    {
      "label": "CONCRETE BARRIER",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge (500-2100)"
    },
    {
      "label": "CONCRETE BARRIER",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge (500-2100)"
    },
    {
      "label": "CLASS AA CONCRETE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Left Bridge (500-3002)"
    },
    {
      "label": "CLASS AA CONCRETE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Right Bridge (500-3002)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE II, BR NO-1",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Left Bridge (507-9002)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE II, BR NO-1",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Right Bridge (507-9002)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE III, BR NO-1",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Left Bridge (507-9003)"
    },
    {
      "label": "PSC BEAMS, AASHTO TYPE III, BR NO-1",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Right Bridge (507-9003)"
    },
    {
      "label": "BAR REINF STEEL",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Left Bridge (511-1000)"
    },
    {
      "label": "BAR REINF STEEL",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Right Bridge (511-1000)"
    },
    {
      "label": "SUPERSTR REINF STEEL, BR NO-1 LT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Left Bridge (511-3000)"
    },
    {
      "label": "SUPERSTR REINF STEEL, BR NO-1 RT",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Right Bridge (511-3000)"
    },
    {
      "label": "Reference quantity for superstr reinf steel",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000 items"
    },
    {
      "label": "PILING IN PLACE, STEEL H, HP 12 X 53",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Left Bridge (520-1125)"
    },
    {
      "label": "PILING IN PLACE, STEEL H, HP 12 X 53",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Right Bridge (520-1125)"
    },
    {
      "label": "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Left Bridge (520-4125)"
    },
    {
      "label": "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Right Bridge (520-4125)"
    },
    {
      "label": "DYNAMIC PILE TEST",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Left Bridge (523-1100)"
    },
    {
      "label": "DYNAMIC PILE TEST",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Right Bridge (523-1100)"
    },
    {
      "label": "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge (643-1152)"
    },
    {
      "label": "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge (643-1152)"
    }
  ],
  "notes": [],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "12 X 53"
  ],
  "description": "This crop is a bridge quantities summary table listing pay item numbers, left/right bridge quantities, units, and pay item descriptions for a two-bridge grade separation structure (BR NO-1). It covers earthwork, concrete (barrier, class AA, superstructure), PSC AASHTO Type II and III beams, reinforcing steel (bar and superstructure), steel H-piling (HP 12x53), pile load/dynamic testing, and chain link fencing, with several values highlighted in yellow and one green annotation linking the pile size callout '12 X 53' to the piling pay item."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Foundation backfill material",
      "tag": "207-0203",
      "shape": "",
      "material": "granular/backfill",
      "count": null,
      "note": "Type II"
    },
    {
      "name": "Bridge excavation",
      "tag": "211-0200",
      "shape": "",
      "material": "earth/soil",
      "count": null,
      "note": "Grade separation"
    },
    {
      "name": "Grooved concrete surface",
      "tag": "500-0100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Superstructure concrete",
      "tag": "500-1011",
      "shape": "",
      "material": "concrete, Class D",
      "count": null,
      "note": "Br No-1 LT and RT, lump sum items, reference (249)"
    },
    {
      "name": "Concrete barrier",
      "tag": "500-2100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "Class AA concrete",
      "tag": "500-3002",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "507-9002",
      "shape": "AASHTO Type II",
      "material": "precast concrete",
      "count": null,
      "note": "Br No-1"
    },
    {
      "name": "PSC beam",
      "tag": "507-9003",
      "shape": "AASHTO Type III",
      "material": "precast concrete",
      "count": null,
      "note": "Br No-1"
    },
    {
      "name": "Bar reinforcement steel",
      "tag": "511-1000",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "511-3000",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Br No-1 LT and RT, lump sum items, reference (69762)"
    },
    {
      "name": "Steel H pile",
      "tag": "520-1125",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, in place piling"
    },
    {
      "name": "Load test pile",
      "tag": "520-4125",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, if required"
    },
    {
      "name": "Dynamic pile test",
      "tag": "523-1100",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Chain link fence",
      "tag": "643-1152",
      "shape": "",
      "material": "steel, zinc coated",
      "count": null,
      "note": "6 FT height, 9 GA"
    }
  ],
  "measurements": [
    {
      "label": "FOUND BKFILL MATL TP II - LEFT BRIDGE",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "FOUND BKFILL MATL TP II - RIGHT BRIDGE",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "BRIDGE EXCAVATION - LEFT BRIDGE",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "BRIDGE EXCAVATION - RIGHT BRIDGE",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "GROOVED CONCRETE - LEFT BRIDGE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "GROOVED CONCRETE - RIGHT BRIDGE",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 LT - LEFT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 LT reference",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 RT - RIGHT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "SUPERSTR CONCRETE CL D BR NO-1 RT reference",
      "value": "249",
      "unit": "",
      "appliesTo": "500-1011"
    },
    {
      "label": "CONCRETE BARRIER - LEFT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "CONCRETE BARRIER - RIGHT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "CLASS AA CONCRETE - LEFT BRIDGE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "CLASS AA CONCRETE - RIGHT BRIDGE",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE II BR NO-1 - LEFT BRIDGE",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE II BR NO-1 - RIGHT BRIDGE",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE III BR NO-1 - LEFT BRIDGE",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "PSC BEAMS AASHTO TYPE III BR NO-1 - RIGHT BRIDGE",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "BAR REINF STEEL - LEFT BRIDGE",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "BAR REINF STEEL - RIGHT BRIDGE",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 LT - LEFT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 LT reference",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 RT - RIGHT BRIDGE",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "SUPERSTR REINF STEEL BR NO-1 RT reference",
      "value": "69762",
      "unit": "",
      "appliesTo": "511-3000"
    },
    {
      "label": "PILING IN PLACE STEEL H HP 12X53 - LEFT BRIDGE",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "PILING IN PLACE STEEL H HP 12X53 - RIGHT BRIDGE",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Pile size callout",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-1125"
    },
    {
      "label": "LOAD TEST STEEL H HP 12X53 - LEFT BRIDGE",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "LOAD TEST STEEL H HP 12X53 - RIGHT BRIDGE",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "DYNAMIC PILE TEST - LEFT BRIDGE",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "DYNAMIC PILE TEST - RIGHT BRIDGE",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "CH LK FENCE ZC COAT 6FT 9GA - LEFT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "CH LK FENCE ZC COAT 6FT 9GA - RIGHT BRIDGE",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    }
  ],
  "notes": [
    "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)"
  ],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "12 X 53"
  ],
  "description": "This crop is a Summary of Quantities schedule table listing pay item numbers, quantities for a Left Bridge and Right Bridge, units, and pay item descriptions for a bridge project (Bridge No.-1). Items include earthwork, various concrete classes and superstructure concrete/reinforcement (some lump sum with cross-references to items 249 and 69762), PSC beams (AASHTO Type II and III), steel H-piling (HP 12x53) with an associated pile size callout, load and dynamic pile testing, concrete barrier, and chain link fencing. All quantity values that appear highlighted in yellow are printed numeric quantities; the table documents overall bridge quantities for bill-of-quantities preparation."
}

{
  "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": "Plan",
  "objects": [
    {
      "name": "Bridge deck (beam bay)",
      "tag": "",
      "shape": "trapezoidal/skewed rectangular",
      "material": "concrete deck slab",
      "count": 2,
      "note": "Two adjacent skewed deck plan panels shown, upper (westbound) and lower (eastbound), each 82'-0\" long with 12 beams total, 6 per panel"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": "Centerline of beam shown as dashed line, upper panel"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": "Lower panel, eastbound"
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "straight, parallel line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse strip, rectangular in plan",
      "material": "concrete",
      "count": 2,
      "note": "Shown as \"10\" CONCRETE DIAPHRAGM, TYP.\" crossing beams in both deck panels"
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "linear strip along deck edge",
      "material": "concrete (implied)",
      "count": 4,
      "note": "1'-0\" EDGEBEAM, TYP., along outer edges of both deck panels"
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear strip",
      "material": "concrete (implied)",
      "count": 4,
      "note": "8\" FILLET, TYP., shown at beam-deck edge transitions"
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502D",
      "shape": "bent bar, hooked end shown in plan",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Repeated transverse bars along both top and bottom deck edges of each panel"
    },
    {
      "name": "Reinforcement bar",
      "tag": "12-502E",
      "shape": "bent bar, hooked end shown in plan",
      "material": "reinforcing steel",
      "count": 4,
      "note": "End bar at edge of fence post spacing zone, both panels"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400B",
      "shape": "straight longitudinal bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Longitudinal bar shown within deck panel, one callout per panel"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400C",
      "shape": "straight longitudinal bar with lap splice",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Shown with 2'-0\" MIN. LAP callout, one per panel"
    },
    {
      "name": "Fence post spacing (fence line)",
      "tag": "",
      "shape": "linear spacing marks",
      "material": "",
      "count": null,
      "note": "Marked along both outer edges of both deck panels with 3'-0\"/9'-6\" spacing pattern"
    }
  ],
  "measurements": [
    {
      "label": "Overall deck length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "upper panel (westbound)"
    },
    {
      "label": "Overall deck length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "lower panel (eastbound)"
    },
    {
      "label": "Bay spacing",
      "value": "16'-4 1/2\"",
      "unit": "ft-in",
      "appliesTo": "upper and lower panels, repeated 4 times"
    },
    {
      "label": "End bay spacing",
      "value": "16'-6\"",
      "unit": "ft-in",
      "appliesTo": "end bay, both panels"
    },
    {
      "label": "Sub-spacing",
      "value": "9'-6\"",
      "unit": "ft-in",
      "appliesTo": "top and bottom edge dimension lines, both panels"
    },
    {
      "label": "Sub-spacing",
      "value": "9'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "inner dimension lines near beams, both panels"
    },
    {
      "label": "Edge offset",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence post spacing start/end, outer edges"
    },
    {
      "label": "Edge offset",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence post spacing inner edge, both panels"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence post spacing inner edge, both panels"
    },
    {
      "label": "Fence post spacing gap",
      "value": "5'-0\"",
      "unit": "ft-in",
      "appliesTo": "paired spacing marks at both ends of upper and lower panels"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "construction centerline SR 21 / beam skew, typical"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "centerline reference between panels"
    },
    {
      "label": "Diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "concrete diaphragm, typical"
    },
    {
      "label": "Fillet dimension",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "fillet, typical"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "edgebeam, typical"
    },
    {
      "label": "Lap length",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "400C bar minimum lap"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck cross width, both panels"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck cross width, both panels"
    },
    {
      "label": "Edge dimension",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "outer edge to gutter line, both panels"
    },
    {
      "label": "Half-width dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "centerline to gutter, both panels"
    }
  ],
  "notes": [
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP",
    "81°-20'-05.0\", TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "SPAN 2",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21"
  ],
  "description": "This crop is a plan view of Span 2 of a bridge deck, showing two adjacent skewed deck panels (westbound and eastbound roadways) each 82'-0\" long and containing six precast beams (Beams 1-6 upper, 7-12 lower). It details deck reinforcement bar marks (12-502D, 12-502E, 400B, 400C), edgebeam and fillet callouts, concrete diaphragm locations, fence post spacing along the deck edges, and overall/partial transverse dimensions (gutter-to-gutter, out-to-out) along with the roadway skew angle and centerline bearing."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Main slab reinforcement bar",
      "tag": "500B",
      "shape": "bent/curved bar detail (circular reference diagram)",
      "material": "reinforced steel",
      "count": null,
      "note": "Bar bending at skewed joint, shown adjusted parallel to B.F.P.R./construction joint line"
    },
    {
      "name": "Construction joint / B.F.P.R. line",
      "tag": "",
      "shape": "linear (skewed)",
      "material": "",
      "count": 1,
      "note": "Skewed relative to centerline bridge"
    },
    {
      "name": "Bridge centerline",
      "tag": "C BRIDGE",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Reference line shown dash-dot"
    }
  ],
  "measurements": [
    {
      "label": "Clearance to bar",
      "value": "2",
      "unit": "in",
      "appliesTo": "500B bar / main slab reinf."
    },
    {
      "label": "Sealant/low reveal dimension",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint sealant detail (partially visible, cut off)"
    }
  ],
  "notes": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "AT B.F.P.R. OR CONST. JOINT",
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR.",
    "LOW SEALA... (text cut off, partial)"
  ],
  "labels": [
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "2\" CL.",
    "C BRIDGE"
  ],
  "description": "This crop is a bar bending detail (no scale) showing how main slab reinforcement bars, specifically marked 500B, are adjusted near a skewed backwall/pavement relief (B.F.P.R.) or construction joint on a bridge deck. A circular reference diagram illustrates the bar layout relative to the bridge centerline and the skewed joint line, with a 2-inch clearance called out and a note referencing Georgia DOT Subsection 511.3.05.G.5 for 500B bar placement. A partial callout for a low sealant reveal (3/4 in) appears at the right edge but is cropped off."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bars placed between each pair of 400 bars in top of slab over intermediate bents 2 and 3"
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Referenced pair bars in top of slab"
    }
  ],
  "measurements": [
    {
      "label": "Bar length",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "600 bars"
    },
    {
      "label": "Bar count",
      "value": "2",
      "unit": "",
      "appliesTo": "600 bars, between each pair of 400 bars"
    }
  ],
  "notes": [
    "2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [],
  "description": "This crop shows two numbered general notes (5 and 6) from a reinforcement or slab detail sheet, each marked with an asterisk-in-circle symbol. Note 5 specifies placement of 600-series bars relative to 400-series bars in the top slab reinforcement over intermediate bents 2 and 3, while note 6 gives a general instruction on staggering and alternating bar splices."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 12",
      "shape": "straight, skewed at ends",
      "material": "",
      "count": 12,
      "note": "centerlines shown for each beam, in two groups of six (westbound and eastbound decks)"
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "trapezoidal/skewed rectangular",
      "material": "concrete",
      "count": 2,
      "note": "one deck panel per roadway (PGL Westbound and PGL Eastbound), each spanning between skewed end lines"
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse strip",
      "material": "concrete",
      "count": null,
      "note": "labeled '10\" CONCRETE DIAPHRAGM, TYP.' at multiple locations between beams"
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear strip along deck edge",
      "material": "concrete",
      "count": 4,
      "note": "labeled '1'-0\" EDGEBEAM, TYP.' along outer edges of both decks"
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear strip",
      "material": "concrete",
      "count": 4,
      "note": "labeled '8\" FILLET, TYP.' along beam edges"
    },
    {
      "name": "reinforcement bar",
      "tag": "502D",
      "shape": "bar, bent detail shown",
      "material": "reinforcement steel",
      "count": 8,
      "note": "top transverse bars along deck edges, spaced between beam groups"
    },
    {
      "name": "reinforcement bar",
      "tag": "502E",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "end bars at outer edges of deck, near fence post spacing zones"
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "bar, longitudinal",
      "material": "reinforcement steel",
      "count": 2,
      "note": "longitudinal bar labeled '400B' within deck reinforcement layers"
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "bar, longitudinal",
      "material": "reinforcement steel",
      "count": 2,
      "note": "longitudinal bar labeled '400C', shown near '2'-0\" MIN. LAP' callout"
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "only spacing dimensions shown, posts themselves not drawn; labeled 'FENCE POST SPACING'"
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "deck (both spans/decks)"
    },
    {
      "label": "panel spacing",
      "value": "16'-4 1/2\"",
      "unit": "",
      "appliesTo": "deck transverse spacing, repeated 4 times"
    },
    {
      "label": "end panel spacing",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "deck transverse spacing, end panel"
    },
    {
      "label": "sub-spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "spacing between 502D/502E bars, top row"
    },
    {
      "label": "sub-spacing (alt row)",
      "value": "9'-10 1/2\"",
      "unit": "",
      "appliesTo": "spacing between 502D/502E bars, second row"
    },
    {
      "label": "end offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "edge offset to first bar/fence post, top and bottom rows"
    },
    {
      "label": "end offset (alt)",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "edge offset to first bar, middle rows"
    },
    {
      "label": "end offset (alt)",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge offset near fence post spacing, middle rows"
    },
    {
      "label": "fillet thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "fillet, typ."
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam, typ."
    },
    {
      "label": "diaphragm thickness",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "concrete diaphragm, typ."
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "400B/400C bar lap, marked with ** symbol"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck end skew, typ."
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "construction centerline SR 21"
    },
    {
      "label": "gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "westbound and eastbound deck"
    },
    {
      "label": "out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "westbound and eastbound deck"
    },
    {
      "label": "curb offset",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "gutter to out-to-out edge offset"
    },
    {
      "label": "lap bar spacing at ends",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "** marked lap bars near deck ends"
    },
    {
      "label": "median width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between PGL Westbound and PGL Eastbound centerlines"
    },
    {
      "label": "span label",
      "value": "SPAN 2",
      "unit": "",
      "appliesTo": "overall deck plan"
    }
  ],
  "notes": [],
  "labels": [
    "SPAN 2",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "FENCE POST SPACING",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP",
    "℄ 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 is a plan view of Span 2 of a twin-roadway bridge deck, showing two parallel skewed deck panels (westbound and eastbound) each supported on six beams (Beams 1-6 and 7-12), with dimensioned transverse spacing, edge beams, fillets, concrete diaphragms, and top-slab reinforcement bars (502D, 502E, 400B, 400C) including a minimum lap callout. Overall deck geometry (82'-0\" width, 81°20'05.0\" skew, gutter-to-gutter and out-to-out widths) and the SR 21 construction centerline bearing are also annotated."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Main slab reinforcement bars",
      "tag": "",
      "shape": "straight bar, bent near skewed joint",
      "material": "reinforced steel",
      "count": null,
      "note": "Shown as parallel bars terminating/adjusting at the B.F.P.R. or construction joint line"
    },
    {
      "name": "Skew adjustment bar",
      "tag": "500B",
      "shape": "bar, bent to follow skew angle",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Placement governed by referenced Georgia DOT subsection 511.3.05.G.5"
    },
    {
      "name": "Construction/expansion joint (B.F.P.R.)",
      "tag": "",
      "shape": "linear, skewed",
      "material": "",
      "count": 1,
      "note": "Back face of parapet rail or construction joint line shown diagonally crossing slab"
    }
  ],
  "measurements": [
    {
      "label": "Clear cover",
      "value": "2",
      "unit": "IN",
      "appliesTo": "Main slab reinforcement/500B bar at joint"
    },
    {
      "label": "Sealant width",
      "value": "3/4",
      "unit": "IN",
      "appliesTo": "Low modulus sealant (partially shown, outside main circle detail)"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "2\" CL.",
    "C BRIDGE",
    "500B",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "LOW MODULUS SEALANT"
  ],
  "description": "This crop is a reinforcement bending detail showing how main slab reinforcing bars and a special bar marked 500B are bent/adjusted where they meet a skewed construction joint or back face of parapet rail (B.F.P.R.), referenced to the bridge centerline. A 2-inch clear cover is called out near the joint, and notes clarify that bars are detailed as equivalent full-length bars and that 500B bar placement follows a specific Georgia DOT specification subsection. A partial callout for a 3/4-inch low modulus sealant appears at the right edge of the crop, likely part of an adjacent joint detail not fully included here."
}

{
  "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": "Cross Section",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "flat with 2% cross slope",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" thick between beams, 8\" in overhangs; top slab of bridge cross section"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 1",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "exterior beam, left side"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 2",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 3",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 4",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 5",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 6",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "exterior beam, right side"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular, cast between beams",
      "material": "reinforced concrete",
      "count": 5,
      "note": "shown in lower 'SECTION THRU DIAPHRAGM' view, between each pair of adjacent beams"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400A",
      "shape": "bar (deck top mat)",
      "material": "reinforcement steel",
      "count": null,
      "note": "spaced as shown, groups of 6, 14, 30 at various locations along slab"
    },
    {
      "name": "Reinforcement bar",
      "tag": "500A",
      "shape": "bar (deck bottom mat)",
      "material": "reinforcement steel",
      "count": null,
      "note": "at 6 1/2\" spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "placed under every 500A bar"
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "placed at every 500A bar"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403A",
      "shape": "bar (diaphragm)",
      "material": "reinforcement steel",
      "count": 7,
      "note": "at equal spaces, in diaphragm section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402A",
      "shape": "bar (diaphragm)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "diaphragm reinforcement"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507A",
      "shape": "bar (diaphragm)",
      "material": "reinforcement steel",
      "count": 2,
      "note": "diaphragm reinforcement, shown twice at two locations"
    },
    {
      "name": "Plain bar (tie rod)",
      "tag": "",
      "shape": "circular, 1\" diameter",
      "material": "plain steel",
      "count": null,
      "note": "through diaphragms"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "unspecified (likely sealant/concrete)",
      "count": 1,
      "note": "3/4\" triangular drip bead, full length of bridge, typical at fascia edge"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear, parallel to deck",
      "material": "",
      "count": 1,
      "note": "required construction joint parallel with deck, typ."
    },
    {
      "name": "Fence (not shown)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 0,
      "note": "noted as not shown but location indicated typ. at both edges"
    }
  ],
  "measurements": [
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck cross section"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck cross section"
    },
    {
      "label": "Width dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck cross section"
    },
    {
      "label": "Right side offset",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck cross section, from centerline"
    },
    {
      "label": "Right side offset",
      "value": "14'-2 1/2\"",
      "unit": "",
      "appliesTo": "deck cross section, from edge"
    },
    {
      "label": "Right shoulder/lane width",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck cross section, right of PGL"
    },
    {
      "label": "Overhang width",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "left and right overhangs"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "outer edge dimension, both sides"
    },
    {
      "label": "Edge thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "overhang slab thickness, both sides"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7 3/4\"",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover top",
      "value": "2 1/4\"",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "Clear cover bottom",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "Dimension D interior beams",
      "value": "8 3/4\"",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension D exterior beams",
      "value": "9 1/8\"",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Rebar spacing 500A",
      "value": "6 1/2\"",
      "unit": "",
      "appliesTo": "500A bars"
    },
    {
      "label": "Rebar group",
      "value": "30-400A",
      "unit": "",
      "appliesTo": "400A bars, spaced as shown"
    },
    {
      "label": "Rebar group",
      "value": "6-400A",
      "unit": "",
      "appliesTo": "400A bars at eq. sps., both sides"
    },
    {
      "label": "Rebar group",
      "value": "14-400A",
      "unit": "",
      "appliesTo": "400A bars at equal spaces, typ., near center"
    },
    {
      "label": "Bearing offset dimension",
      "value": "4 3/8\"",
      "unit": "",
      "appliesTo": "both edges of section"
    },
    {
      "label": "Offset dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "multiple locations along section, typ."
    },
    {
      "label": "Minimum offset",
      "value": "3'-0\" MIN.",
      "unit": "",
      "appliesTo": "typ. dimension near right side"
    },
    {
      "label": "Beam spacing",
      "value": "3'-0 1/2\"",
      "unit": "",
      "appliesTo": "Beam 1 and Beam 6 to edge"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "spacing between Beam 1-2, 2-3, 3-4, 4-5, 5-6"
    },
    {
      "label": "Rebar group diaphragm",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A bars at equal spaces, diaphragm section"
    },
    {
      "label": "Diaphragm edge offset",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm section, both sides"
    },
    {
      "label": "Plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain tie bar, diaphragm"
    }
  ],
  "notes": [
    "DIMENSION \"D\" IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY \"D\" BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "\"D\" = 8 3/4\" INTERIOR BEAMS",
    "\"D\" = 9 1/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6 1/2\"",
    "501 UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "7-403A AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6"
  ],
  "description": "This crop shows two cross sections of a precast girder bridge superstructure: an upper 'SECTION THRU SLAB' spanning six beams (Beam 1 through Beam 6) with full deck slab dimensions, cross-slope, reinforcement (400A, 500A, 501, 502 bars), overhang and edge details, and a lower 'SECTION THRU DIAPHRAGM' showing diaphragm reinforcement (403A, 402A, 507A bars) and a plain tie bar between the same beam line. Notes at the top explain the variable dimension 'D' used to set beam elevations relative to the slab for dead load deflection and vertical curve compensation. This documents deck slab and diaphragm concrete/reinforcement quantities for a multi-beam concrete bridge deck."
}

{
  "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": "Detail",
  "objects": [
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in cross section between beams, labeled 10\" CONC. DIAPH."
    },
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "rectangular (partial, horizontal lines representing beam depth)",
      "material": "precast concrete",
      "count": null,
      "note": "Only top portion of beam shown, labeled TOP OF BEAM"
    },
    {
      "name": "Reinforcement bar (stirrup/tie)",
      "tag": "507A",
      "shape": "circular (bar ends shown as dots, diagonal crossing pattern)",
      "material": "steel reinforcement",
      "count": 4,
      "note": "2-507A at top, 2-507A at bottom of diaphragm reinforcement cage"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402A",
      "shape": "circular (bar ends shown as dots)",
      "material": "steel reinforcement",
      "count": 4,
      "note": "4-402A, diagonal crossing bars within diaphragm"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "steel reinforcement",
      "count": null,
      "note": "Labeled with leader pointing into diaphragm reinforcement cage, count not distinguishable from 402A/507A dots"
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "circular",
      "material": "steel (plain, unspecified grade)",
      "count": 2,
      "note": "1\" DIA. PLAIN BAR, shown as solid dots within cage"
    }
  ],
  "measurements": [
    {
      "label": "Diaphragm width",
      "value": "10",
      "unit": "in",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Top clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "Top of beam to reinforcement"
    },
    {
      "label": "Overall height dimension",
      "value": "2'-4\"",
      "unit": "ft-in",
      "appliesTo": "Beam/diaphragm section height"
    },
    {
      "label": "Clear cover, typical",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "Reinforcement bars (CL. TYP.)"
    },
    {
      "label": "Plain bar diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "Plain bar"
    }
  ],
  "notes": [
    "10\" CONC. DIAPH.",
    "TOP OF BEAM",
    "1 1/2\" CL. TYP.",
    "1\" DIA. PLAIN BAR",
    "2-507A",
    "403A",
    "4-402A",
    "2-507A"
  ],
  "labels": [
    "10\" CONC. DIAPH.",
    "TOP OF BEAM",
    "1 1/2\" CL. TYP.",
    "403A",
    "1\" DIA. PLAIN BAR",
    "2-507A",
    "4-402A"
  ],
  "description": "This crop is a detail section showing the reinforcement layout within a concrete diaphragm between precast beams, viewed in cross section. It calls out a 10-inch wide concrete diaphragm with a reinforcement cage consisting of 507A, 402A, and 403A bars along with a 1-inch diameter plain bar, with clearances and overall depth dimensioned. The detail focuses solely on the diaphragm reinforcement region near the top of the beam, with beam ends broken off left and right indicating a partial/typical detail rather than a full structure."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular/tapered (crowned)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7.75\" thick between beams, 8\" in overhangs, 2% cross slope"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 1",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "exterior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 2",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 3",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 4",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 5",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "interior beam"
    },
    {
      "name": "PSC Beam",
      "tag": "BEAM 6",
      "shape": "bulb-tee/I-section",
      "material": "precast concrete",
      "count": 1,
      "note": "exterior beam"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "intermediate diaphragms between beams, shown in second section view"
    },
    {
      "name": "Edge parapet/barrier upstand",
      "tag": "",
      "shape": "tapered",
      "material": "reinforced concrete",
      "count": 2,
      "note": "fence-mounting curb at each edge, fence itself not shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400A",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "transverse slab bars, spaced as noted (30-400A shown, also 6-400A, 14-400A groupings)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "longitudinal top bar at 6.5\" spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "501",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "placed under every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "placed at every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "steel",
      "count": 7,
      "note": "diaphragm bars, at equal spaces"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "steel",
      "count": 4,
      "note": "diaphragm bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "steel",
      "count": 2,
      "note": "diaphragm top bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "",
      "shape": "circular, plain",
      "material": "steel",
      "count": null,
      "note": "1\" diameter plain bar, likely a diaphragm through-rod"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "required construction joint parallel with deck"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 2,
      "note": "3/4\" triangular drip bead, full length of bridge, typical at each fascia edge"
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7 3/4",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8",
      "unit": "in",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "Dimension D, interior beams",
      "value": "8 3/4",
      "unit": "in",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension D, exterior beams",
      "value": "9 1/8",
      "unit": "in",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Overall width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "half-width dimension shown at top right"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Right side width",
      "value": "14'-2 1/2\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Width dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck (between beam 1 and beam 6 approx)"
    },
    {
      "label": "Right lane dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "Overhang edge width",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "edge overhang, both sides"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "edge, both sides"
    },
    {
      "label": "Minimum shoulder/lane width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "MIN. TYP. dimension"
    },
    {
      "label": "Edge thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "left edge curb"
    },
    {
      "label": "Edge thickness",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "right edge curb"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam 1-2, 2-3, 3-4, 4-5, 5-6 spacing, each"
    },
    {
      "label": "End overhang beam to edge",
      "value": "3'-0 1/2\"",
      "unit": "",
      "appliesTo": "left and right end overhangs"
    },
    {
      "label": "500A spacing",
      "value": "6 1/2",
      "unit": "in",
      "appliesTo": "500A bars"
    },
    {
      "label": "502 spacing",
      "value": "",
      "unit": "",
      "appliesTo": "502 bars, at every 500A"
    },
    {
      "label": "30-400A spacing note",
      "value": "30",
      "unit": "count",
      "appliesTo": "400A bars, spaced as shown"
    },
    {
      "label": "6-400A at equal spaces",
      "value": "6",
      "unit": "count",
      "appliesTo": "400A bars near edges"
    },
    {
      "label": "14-400A at equal spaces",
      "value": "14",
      "unit": "count",
      "appliesTo": "400A bars mid-span"
    },
    {
      "label": "Clear cover top",
      "value": "2 1/4\"",
      "unit": "in",
      "appliesTo": "top clear cover, CL."
    },
    {
      "label": "Clear cover bottom",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "bottom clear cover, CL."
    },
    {
      "label": "Side clear spacing typ",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "typical spacing between bar groups"
    },
    {
      "label": "Edge vertical dimension",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": "left and right edge vertical dim"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Diaphragm bar spacing offset",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A bar group offset, both sides"
    },
    {
      "label": "403A bar count",
      "value": "7",
      "unit": "count",
      "appliesTo": "403A bars at equal spaces"
    },
    {
      "label": "402A bar count",
      "value": "4",
      "unit": "count",
      "appliesTo": "402A bars"
    },
    {
      "label": "507A bar count",
      "value": "2",
      "unit": "count",
      "appliesTo": "507A bars"
    },
    {
      "label": "Plain bar diameter",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "plain bar in diaphragm"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab, both sections"
    }
  ],
  "notes": [
    "DIMENSION \"D\" IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY \"D\" BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "\"D\" = 8 3/4\" INTERIOR BEAMS",
    "\"D\" = 9 1/8\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM",
    "SR 21 WB = PGL",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6"
  ],
  "description": "This crop contains two bridge deck cross sections: a 'SECTION THRU SLAB' showing six precast beams supporting a cast-in-place concrete deck slab with cross slope, overhangs, edge curbs, and detailed reinforcement (400A, 500A, 501, 502) with clear cover callouts and beam spacing dimensions; and a 'SECTION THRU DIAPHRAGM' below it showing intermediate diaphragms between the same six beams with reinforcement (403A, 402A, 507A) and a 1\" diameter plain bar. Together these document the deck slab thickness, camber/build-up dimension \"D\" for interior/exterior beams, overall deck geometry, and diaphragm reinforcement layout for this bridge span."
}

{
  "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": "Detail",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "rectangular (elevation showing horizontal strand rows)",
      "material": "precast concrete",
      "count": 1,
      "note": "Shown in elevation with 'TOP OF BEAM' callout and horizontal strand/rebar lines"
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "10\" wide diaphragm at beam, with reinforcement cage detailed"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Appears twice (top and bottom pairs, '2-507A' each)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 4,
      "note": "'4-402A' diagonal/vertical bars within diaphragm cage"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Labeled bar within cage, count not explicitly given"
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "circular",
      "material": "plain round bar",
      "count": null,
      "note": "1\" DIA. PLAIN BAR, shown as dot marker in cage"
    }
  ],
  "measurements": [
    {
      "label": "Top cover",
      "value": "2",
      "unit": "in",
      "appliesTo": "beam/diaphragm top edge"
    },
    {
      "label": "Overall height",
      "value": "2'-4\"",
      "unit": "ft-in",
      "appliesTo": "beam segment shown"
    },
    {
      "label": "Diaphragm width",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "reinforcement cage, typical"
    },
    {
      "label": "Plain bar diameter",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [],
  "labels": [
    "10\" CONC. DIAPH.",
    "TOP OF BEAM",
    "1 1/2\" CL. TYP.",
    "403A",
    "1\" DIA. PLAIN BAR",
    "2-507A",
    "4-402A"
  ],
  "description": "This crop is a detail elevation of a precast concrete beam end at a diaphragm location, showing the concrete diaphragm width, cover dimensions, and the reinforcement cage layout (bars 507A, 402A, 403A, and a 1\" diameter plain bar) embedded at the diaphragm. It documents beam-diaphragm reinforcement detailing rather than an overall structure view."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Endwall",
      "tag": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall at left side of deck"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Section Thru Endwall, inboard of 3'-0\" endwall"
    },
    {
      "name": "Deck slab",
      "tag": "SLAB",
      "shape": "tapered, cross-slope 2%",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Spans full width shown, SR 21 WB = PGL centerline marked"
    },
    {
      "name": "Girder/Beam",
      "tag": "",
      "shape": "bulb-tee / I-section (PSC beam)",
      "material": "precast concrete",
      "count": 5,
      "note": "Repeating beam sections shown under deck slab; rebar marks 900A/900B point to beam tops"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed foam/elastomeric",
      "count": 3,
      "note": "1/2\" preformed joint filler (typ.) and 1\" preformed foam joint filler around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, 1\" gap min."
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Fence Elevation and Fence Post Detail, supports fence"
    },
    {
      "name": "End post (fence)",
      "tag": "",
      "shape": "vertical pipe",
      "material": "galvanized/zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pull post (fence)",
      "tag": "",
      "shape": "2 7/8\" dia pipe",
      "material": "zinc coated steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Fence post (typical vertical)",
      "tag": "",
      "shape": "2 7/8\" dia pipe, curved top 45°",
      "material": "zinc coated steel",
      "count": null,
      "note": "Post spaced per Fence Notes 6, curved top detail with 2'-6\" R"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal 1 5/8\" dia pipe",
      "material": "zinc coated steel",
      "count": null,
      "note": "At end or pull post"
    },
    {
      "name": "Chain link fence fabric",
      "tag": "",
      "shape": "woven mesh",
      "material": "zinc coated steel, 9 gage",
      "count": 1,
      "note": "Security fence, 2 inch mesh"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in barrier"
    },
    {
      "name": "End bent cap/section",
      "tag": "END BENT 1",
      "shape": "as detailed in Section at Endwall",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900A",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900A called out at girder top"
    },
    {
      "name": "Reinforcement bar",
      "tag": "900B",
      "shape": "bent bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-900B called out at girder tops, two locations"
    },
    {
      "name": "Reinforcement bar",
      "tag": "401",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "4-401 shown in Section at Endwall; series not shown in main section per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "2-504A AT END"
    },
    {
      "name": "Reinforcement bar",
      "tag": "504B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "8-504B AT 12\"± BETWEEN BEAMS"
    },
    {
      "name": "Reinforcement bar",
      "tag": "505",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "1-505 shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "506B AT 18\"± ALT. TO GIVE 9\" SP."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as 'BEARING NOT S[HOWN]' - not depicted, text partial/cut off"
    },
    {
      "name": "Slab reinforcement",
      "tag": "",
      "shape": "",
      "material": "reinforcement steel",
      "count": null,
      "note": "Noted as not shown in Section at Endwall"
    }
  ],
  "measurements": [
    {
      "label": "Overhang width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, left edge"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, main span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right side"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall, right edge"
    },
    {
      "label": "Barrier height at right",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section Thru Endwall right barrier"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "Deck slab"
    },
    {
      "label": "Gap min.",
      "value": "1",
      "unit": "in",
      "appliesTo": "Construction joint at deck"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Preformed joint filler, typical"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "Preformed foam joint filler around pad"
    },
    {
      "label": "Post spacing max",
      "value": "12",
      "unit": "in",
      "appliesTo": "Tension bar bands O.C. max"
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8",
      "unit": "in",
      "appliesTo": "Tension bar/truss bracing pipe, zinc coated"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Fence pipe, typical"
    },
    {
      "label": "Pull post width",
      "value": "2 7/8",
      "unit": "in",
      "appliesTo": "Pull post diameter"
    },
    {
      "label": "Offset",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence elevation, base dimension"
    },
    {
      "label": "Offset",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Offset dimension in fence elevation"
    },
    {
      "label": "Fence height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Fence height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Total height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail total"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Zinc coated fence height"
    },
    {
      "label": "Base height",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail base"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail barrier"
    },
    {
      "label": "Curve radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "Fence Post Detail curved top, R"
    },
    {
      "label": "Angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "Fence Post Detail curved top"
    },
    {
      "label": "Offset dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "Fence Post Detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4",
      "unit": "in",
      "appliesTo": "Pipe sleeve, std wt"
    },
    {
      "label": "Section at Endwall width",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall top dimension"
    },
    {
      "label": "Section at Endwall width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Section at Endwall width",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "Section at Endwall, R"
    },
    {
      "label": "Clear cover",
      "value": "3 1/2",
      "unit": "in min",
      "appliesTo": "Section at Endwall min. clearance"
    },
    {
      "label": "Depth",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Depth",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at Endwall"
    },
    {
      "label": "Clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Section at Endwall reinforcement clearance"
    },
    {
      "label": "Spacing",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Section at Endwall dimension near 506A"
    },
    {
      "label": "Bar spacing",
      "value": "18\"±",
      "unit": "in",
      "appliesTo": "506B bar spacing"
    },
    {
      "label": "Alt spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alternate spacing"
    },
    {
      "label": "Bar spacing",
      "value": "12\"±",
      "unit": "in",
      "appliesTo": "504B bar spacing between beams"
    },
    {
      "label": "Post fastening interval max",
      "value": "14",
      "unit": "in",
      "appliesTo": "Fence fabric fastening (Fence Note 5)"
    },
    {
      "label": "Post spacing min",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing minimum (Fence Note 6)"
    },
    {
      "label": "Post spacing max",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "Fence post spacing maximum (Fence Note 6)"
    },
    {
      "label": "Post distance from joint",
      "value": "1'-0\"",
      "unit": "ft-in min",
      "appliesTo": "Fence post minimum distance from barrier joints (Fence Note 6)"
    }
  ],
  "notes": [
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "FENCE ELEVATION",
    "SCALE: 3/4\" = 1'-0\"",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "SR 21 WB = PGL",
    "END POST",
    "CONST. JOINT",
    "BARRIER",
    "SLAB",
    "ZINC COATED FENCE",
    "TENSION BAR BANDS AT 12\" O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "1 5/8\" DIA. PIPE ZINC COATED",
    "2 7/8\" DIA. PIPE, TYP.",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "2 7/8\" PULL POST",
    "1/2\" OFFSET",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "2 7/8\" DIA. PIPE"
  ],
  "description": "This sheet contains four related details for a bridge structure: a full-width Section Thru Endwall showing the deck cross-slope, precast beams, endwalls and joint fillers with rebar callouts 900A/900B; a Fence Elevation and Fence Post Detail showing chain link security fence construction with tension bars, truss bracing, and post dimensions atop a concrete barrier; and a Section at Endwall (End Bent 1, similar at End Bent 4) showing end bent reinforcement details (bars 900, 401, 504A, 504B, 506A, 506B, 505) with bearing area and waterproofing notes. It documents deck cross-section geometry, endwall/joint details, security fence construction requirements per Georgia DOT specifications, and end bent reinforcement layout for the barrier and beam seat area."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier (bridge parapet/traffic barrier)",
      "tag": "",
      "shape": "tapered, sloped-face rectangular section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section of concrete barrier showing vertical/sloped face profile"
    },
    {
      "name": "Reinforcement bar",
      "tag": "503A",
      "shape": "bent/vertical bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "Vertical bars at 14\" spacing, tapers to 0\" at end post"
    },
    {
      "name": "Reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "reinforcement steel",
      "count": null,
      "note": "Placed at each 503A, lapped with 503A minimum 2'-2\""
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "bar (dots shown, horizontal/longitudinal)",
      "material": "reinforcement steel",
      "count": 12,
      "note": "12-502 in barrier, see deck plan for letter designation"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "concrete (formed detail)",
      "count": 1,
      "note": "3/4\" triangular drip bead, full length of bridge, both sides"
    },
    {
      "name": "Fence (not shown)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced but not depicted in this detail, typical"
    }
  ],
  "measurements": [
    {
      "label": "Lap length",
      "value": "2'-2\"",
      "unit": "ft-in",
      "appliesTo": "503A and 503B bars"
    },
    {
      "label": "Top width",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier top"
    },
    {
      "label": "Offset to inner edge",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "Barrier top, tapers to 0\" at end post"
    },
    {
      "label": "Width segment",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier top"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "Barrier top edge"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "Barrier top, near fence callout"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "Barrier overall height"
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Two sides of barrier"
    },
    {
      "label": "Bar spacing",
      "value": "14\"",
      "unit": "in",
      "appliesTo": "503A bars"
    },
    {
      "label": "Base width",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "Barrier base edge"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "Triangular drip bead"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing scale"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "*TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "3/4\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a cross-sectional detail of a bridge traffic barrier (parapet) titled 'Barrier Detail,' drawn at 3/4\"=1'-0\" scale. It depicts the tapered concrete barrier profile with dimensions for width, height, and cover, along with reinforcement bar callouts (503A, 503B, and 12-502 bars) and construction notes regarding bar lap length, taper at end post, and a triangular drip bead along the barrier base."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Endwall",
      "tag": "3'-0\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Larger endwall shown at left of section thru endwall"
    },
    {
      "name": "Endwall",
      "tag": "1'-6\" ENDWALL",
      "shape": "rectangular/tapered",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Smaller endwall shown at right side of deck"
    },
    {
      "name": "Girder",
      "tag": "",
      "shape": "I-girder",
      "material": "structural steel or precast concrete",
      "count": 6,
      "note": "Repeated girder sections shown in Section Thru Endwall"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900B",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Located at each endwall"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "Located mid-span area of section"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed elastomeric material",
      "count": 3,
      "note": "1/2\" and 1\" thicknesses noted at joints and around pad"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered/rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Fence Elevation and Fence Post Detail atop slab"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "chain link with pipe posts",
      "material": "zinc coated steel",
      "count": 1,
      "note": "9 gage chain link security fence per notes"
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "pipe, curved top",
      "material": "zinc coated steel",
      "count": 1,
      "note": "2 7/8\" dia. pipe pull post with truss bracing"
    },
    {
      "name": "Pipe sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized steel",
      "count": 1,
      "note": "4\" dia. std. wt. pipe sleeve cast in parapet"
    },
    {
      "name": "Tension bar",
      "tag": "",
      "shape": "linear",
      "material": "zinc coated steel",
      "count": 1,
      "note": "Tension bar bands at 12\" o.c. max."
    },
    {
      "name": "Truss bracing",
      "tag": "",
      "shape": "diagonal",
      "material": "zinc coated steel",
      "count": 1,
      "note": "At end or pull post"
    },
    {
      "name": "End Bent",
      "tag": "END BENT 1 / END BENT 4",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at Endwall shows End Bent 1; End Bent 4 similar per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "1-505",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "Shown in Section at Endwall"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506B",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At 18\" spacing, alt. to give 9\" sp."
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-900",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "8-504B",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At 12\"± between beams"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-504A",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": "At end of beam (text cut off)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-401",
      "shape": "",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled 'BEARING NOT SH[OWN]', partially cut off"
    },
    {
      "name": "Waterproofing",
      "tag": "",
      "shape": "",
      "material": "per Section 530 Georgia DOT Specifications",
      "count": null,
      "note": "Callout only, not detailed as an item"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "gap at left edge of section"
    },
    {
      "label": "Width",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "left endwall region"
    },
    {
      "label": "Length",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck section thru endwall span"
    },
    {
      "label": "Width",
      "value": "6'-8\"",
      "unit": "ft-in",
      "appliesTo": "right side of deck near endwall"
    },
    {
      "label": "Width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "right edge of section"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "right endwall parapet height"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck cross slope"
    },
    {
      "label": "Gap",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "required construction joint gap, min."
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "preformed joint filler, typ."
    },
    {
      "label": "Joint filler thickness",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "preformed foam joint filler around pad"
    },
    {
      "label": "Endwall height",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "3'-0\" ENDWALL"
    },
    {
      "label": "Endwall height",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "1'-6\" ENDWALL"
    },
    {
      "label": "Fence fabric interval",
      "value": "14",
      "unit": "in",
      "appliesTo": "fence fastening interval, max"
    },
    {
      "label": "Post spacing minimum",
      "value": "7'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts, min."
    },
    {
      "label": "Post spacing maximum",
      "value": "10'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts, max."
    },
    {
      "label": "Post offset from joint",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence posts min from barrier joints"
    },
    {
      "label": "Tension bar band spacing",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "tension bar bands o.c. max."
    },
    {
      "label": "Pipe diameter",
      "value": "1 5/8\"",
      "unit": "in",
      "appliesTo": "pipe, zinc coated (fence)"
    },
    {
      "label": "Pipe diameter",
      "value": "2 7/8\"",
      "unit": "in",
      "appliesTo": "pipe, typ. (fence posts)"
    },
    {
      "label": "Offset",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "offset dimension in fence elevation"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "end post/const joint spacing"
    },
    {
      "label": "Radius",
      "value": "2'-6\"",
      "unit": "ft-in",
      "appliesTo": "fence post curve radius"
    },
    {
      "label": "Angle",
      "value": "45°",
      "unit": "degrees",
      "appliesTo": "fence post bend angle"
    },
    {
      "label": "Dimension",
      "value": "10 1/4\"",
      "unit": "in",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Height",
      "value": "5'-1\"",
      "unit": "ft-in",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Height",
      "value": "4'-7\"",
      "unit": "ft-in",
      "appliesTo": "fence post height"
    },
    {
      "label": "Height",
      "value": "10'-4\"",
      "unit": "ft-in",
      "appliesTo": "overall fence post detail height"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "ft",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "fence post detail lower dimension"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "barrier in fence post detail"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "pipe sleeve, std wt."
    },
    {
      "label": "Clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "CL. 3 SIDES, section at endwall"
    },
    {
      "label": "Minimum clearance",
      "value": "3 1/2\"",
      "unit": "in",
      "appliesTo": "506B min. clearance"
    },
    {
      "label": "Dimension",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "section at endwall top dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "section at endwall dimension"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "section at endwall dimension"
    },
    {
      "label": "Dimension",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "section at endwall vertical dimension"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "section at endwall lower dimension"
    },
    {
      "label": "Spacing",
      "value": "18\"",
      "unit": "in",
      "appliesTo": "506B rebar spacing, approx."
    },
    {
      "label": "Spacing",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "506B alt. spacing to give"
    },
    {
      "label": "Spacing",
      "value": "12\"",
      "unit": "in",
      "appliesTo": "8-504B spacing between beams, approx."
    },
    {
      "label": "Radius",
      "value": "1/4\"",
      "unit": "in",
      "appliesTo": "corner radius, section at endwall"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Fence Elevation, Fence Post Detail, Section at Endwall"
    }
  ],
  "notes": [
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN",
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN",
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.",
    "END BENT 1 SHOWN, END BENT 4 SIMILAR"
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)",
    "SR 21 WB = PGL",
    "FENCE ELEVATION",
    "FENCE POST DETAIL",
    "SECTION AT ENDWALL",
    "SCALE: 3/4\" = 1'-0\"",
    "BARRIER",
    "SLAB",
    "END POST",
    "CONST. JOINT",
    "TENSION BAR ZINC COATED",
    "ZINC COATED FENCE",
    "POST VERT. ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "2 7/8\" PULL POST",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "7'-0\" ZINC COATED FENCE",
    "BEARING NOT SH[OWN]"
  ],
  "description": "This crop contains multiple bridge structural details: a full-width cross section thru an endwall showing girders, deck slab, endwall heights, and joint fillers with rebar marks (4-900A/B); a set of fence notes governing chain link security fence construction; a fence elevation and fence post detail showing pipe post dimensions and bracing; and a section at the endwall (End Bent 1/4) showing reinforcement bars, bearing area (not shown), and waterproofing callout. The sheet appears to document both superstructure endwall/deck geometry and appurtenant fence/security barrier details for a bridge, likely along SR 21."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Traffic barrier (parapet)",
      "tag": "",
      "shape": "tapered/trapezoidal cross-section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section of a bridge barrier/parapet with reinforcing bars shown; end post tapers to 0\""
    },
    {
      "name": "Vertical reinforcement bar",
      "tag": "503A",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Spaced at 14\" o.c., laps with 503B a minimum of 2'-2\""
    },
    {
      "name": "Horizontal/tie reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "One at each 503A"
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 12,
      "note": "12-502 bars in barrier; see deck plan for letter designation"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "concrete (formed)",
      "count": 1,
      "note": "3/4\" triangular drip bead, full length of bridge, both sides"
    },
    {
      "name": "Fence (post)",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown in this detail, typical callout only"
    }
  ],
  "measurements": [
    {
      "label": "Lap length",
      "value": "2'-2\"",
      "unit": "ft-in",
      "appliesTo": "503A and 503B bars"
    },
    {
      "label": "Top width",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "barrier top"
    },
    {
      "label": "Sub-width",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "tapered portion at end post"
    },
    {
      "label": "Sub-width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "barrier top segment"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "barrier top reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "barrier face reinforcement"
    },
    {
      "label": "Clear cover, two sides",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "503A/503B bars"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "barrier"
    },
    {
      "label": "Base thickness",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "barrier base / drip bead offset"
    },
    {
      "label": "Bar spacing",
      "value": "14\"",
      "unit": "in",
      "appliesTo": "503A"
    },
    {
      "label": "Bar count",
      "value": "12",
      "unit": "",
      "appliesTo": "502 bars in barrier"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Detail drawing"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "*TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "2\" CL., TWO SIDES",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "¾\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop is a cross-sectional detail of a bridge concrete traffic barrier (parapet), showing its tapered profile, height, and reinforcing bar layout (503A, 503B, and 502 bars) with associated cover dimensions and spacing. Notes call out bar lap lengths, taper at the end post, cover requirements, a drip bead detail, and a reference to the deck plan for bar letter designations; fence is noted as not shown. The drawing is titled 'BARRIER DETAIL' at a scale of 3/4\" = 1'-0\"."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "flat with 2% cross slope",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7 3/4\" thick between beams, 8\" in overhangs"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "bulb-tee / I-section (tapered web)",
      "material": "precast concrete",
      "count": 6,
      "note": "spaced at 7'-6\" typical"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular between beams",
      "material": "reinforced concrete",
      "count": 5,
      "note": "shown in Section Thru Diaphragm, with reinforcement 7-403B, 4-402B, 2-507B"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "noted as 'FENCE NOT SHOWN, TYP.' at both bridge edges"
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "at every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "500A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "spaced at 6 3/4\""
    },
    {
      "name": "Reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "under every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400B and C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "30 total spaced as shown across slab; also 6 and 13 bar groups at ends/middle spans"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 7,
      "note": "at equal spaces, in diaphragm section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "in diaphragm section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "appears twice in diaphragm section (2 sets of 2)"
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "round, 1\" diameter",
      "material": "plain steel bar",
      "count": null,
      "note": "labeled '1\" DIAMETER PLAIN BAR' in diaphragm section"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "3/4\" triangular drip bead full length of bridge, typ., at deck edge"
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "required construction joint parallel with deck, typ."
    }
  ],
  "measurements": [
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width between fence lines",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Distance from PGL to edge",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Distance PGL to point",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Min shoulder/clear width",
      "value": "3'-0\"",
      "unit": "MIN.",
      "appliesTo": "deck slab, near right edge"
    },
    {
      "label": "Edge overhang dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab overhang, both sides"
    },
    {
      "label": "Edge thickness",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "deck slab edge, both sides"
    },
    {
      "label": "Beam top height typ.",
      "value": "8\"",
      "unit": "",
      "appliesTo": "beam, typ., both sides"
    },
    {
      "label": "Drip bead offset",
      "value": "3\"",
      "unit": "",
      "appliesTo": "deck edge, right side"
    },
    {
      "label": "Construction joint offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck edge, right side"
    },
    {
      "label": "Slab thickness",
      "value": "7 3/4\"",
      "unit": "",
      "appliesTo": "deck slab, between beams"
    },
    {
      "label": "Clear cover",
      "value": "2 1/4\"",
      "unit": "CL.",
      "appliesTo": "deck slab top reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "1\"",
      "unit": "CL.",
      "appliesTo": "deck slab bottom reinforcement"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "BEAM 1 to BEAM 6, typical spacing, 5 spaces shown"
    },
    {
      "label": "Overhang end dimension",
      "value": "3'-0 1/2\"",
      "unit": "",
      "appliesTo": "deck slab, both ends"
    },
    {
      "label": "Rebar group spacing",
      "value": "3\"",
      "unit": "",
      "appliesTo": "400B and C bars, typ. at multiple locations"
    },
    {
      "label": "Edge stirrup spacing",
      "value": "4 3/8\"",
      "unit": "",
      "appliesTo": "6-400B and C group, both ends"
    },
    {
      "label": "500A bar spacing",
      "value": "6 3/4\"",
      "unit": "",
      "appliesTo": "500A bars"
    },
    {
      "label": "400B and C bar count",
      "value": "30",
      "unit": "",
      "appliesTo": "400B and C, spaced as shown"
    },
    {
      "label": "400B and C bar count",
      "value": "6",
      "unit": "",
      "appliesTo": "400B and C at eq. sps, near ends"
    },
    {
      "label": "400B and C bar count",
      "value": "13",
      "unit": "",
      "appliesTo": "400B and C at equal spaces, typ., middle spans"
    },
    {
      "label": "D dimension - interior beams",
      "value": "8 3/4\"",
      "unit": "",
      "appliesTo": "D, interior beams"
    },
    {
      "label": "D dimension - exterior beams",
      "value": "9 1/4\"",
      "unit": "",
      "appliesTo": "D, exterior beams"
    },
    {
      "label": "403B rebar count",
      "value": "7",
      "unit": "",
      "appliesTo": "403B, diaphragm section"
    },
    {
      "label": "403B end offset",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403B, diaphragm section, both sides"
    },
    {
      "label": "402B rebar count",
      "value": "4",
      "unit": "",
      "appliesTo": "402B, diaphragm section"
    },
    {
      "label": "507B rebar count",
      "value": "2",
      "unit": "",
      "appliesTo": "507B, diaphragm section, each occurrence"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "diaphragm section"
    }
  ],
  "notes": [
    "DIMENSION \"D\" IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY \"D\" BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "\"D\" = 8 3/4\" INTERIOR BEAMS",
    "\"D\" = 9 1/4\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6 3/4\"",
    "501 UNDER EVERY 500A",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "6-400B AND C AT EQ. SPS.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "7-403B AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM",
    "SR 21 WB = PGL",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6"
  ],
  "description": "This crop shows two cross sections of a precast concrete beam bridge superstructure: an upper 'Section Thru Slab' depicting the full deck width with six PSC beams (Beam 1 through Beam 6), slab reinforcement details, overhangs, fence notes, and dimension callouts including deck widths, slab thicknesses, clear cover, and beam spacing; and a lower 'Section Thru Diaphragm' showing the intermediate diaphragms between beams with reinforcement bars 403B, 402B, 507B, and a 1\" diameter plain bar. Together these views document the deck slab geometry, beam layout, cross slope, and diaphragm reinforcement for this bridge structure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "rectangular with tapered haunch",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru edge beam at Bent 2, Bent 3 similar; shows preformed joint filler and construction joint"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": null,
      "note": "Noted as 'not shown' in this section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Spaced at 18\" per note"
    },
    {
      "name": "Reinforcement bar",
      "tag": "800",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-800 bars shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "508",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "509",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "801",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "1-801 bar"
    },
    {
      "name": "Reinforcement bar",
      "tag": "802",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "1-802 bar"
    },
    {
      "name": "Joint filler",
      "tag": "*",
      "shape": "strip",
      "material": "preformed material",
      "count": 1,
      "note": "1\" preformed joint filler at construction joint"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "10\" concrete diaphragm, Section thru diaphragm, Span 2"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "2-507B top and 2-507B bottom shown, total 4 visible"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402B",
      "shape": "bar, crossed/diagonal",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-402B bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "round, 1\" dia.",
      "material": "plain steel bar",
      "count": 1,
      "note": "1\" dia. plain bar noted"
    },
    {
      "name": "Joint sealer detail",
      "tag": "Detail A",
      "shape": "notched joint profile",
      "material": "silicone sealant (Type B, C or D)",
      "count": 1,
      "note": "Detail A shows required construction joint with silicone sealant type joint sealer"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "edge beam section, left overhang"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "edge beam section, right overhang"
    },
    {
      "label": "clearance",
      "value": "4",
      "unit": "in",
      "appliesTo": "top cover, edge beam"
    },
    {
      "label": "depth",
      "value": "8",
      "unit": "in",
      "appliesTo": "haunch/taper, edge beam"
    },
    {
      "label": "spacing",
      "value": "18",
      "unit": "in",
      "appliesTo": "506A bar spacing"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "clearance, 3 sides, edge beam stirrup"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "",
      "appliesTo": "edge beam section, left dimension"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "",
      "appliesTo": "edge beam section, right dimension"
    },
    {
      "label": "joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "height",
      "value": "3'-0",
      "unit": "",
      "appliesTo": "diaphragm section overall depth"
    },
    {
      "label": "clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "top clearance, diaphragm section"
    },
    {
      "label": "width",
      "value": "10",
      "unit": "in",
      "appliesTo": "concrete diaphragm width"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "clearance typical, diaphragm reinforcement"
    },
    {
      "label": "diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "plain bar diameter"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section thru diaphragm"
    },
    {
      "label": "width",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A joint profile"
    },
    {
      "label": "width",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Detail A joint profile"
    },
    {
      "label": "width",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Detail A required construction joint width"
    },
    {
      "label": "radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A rounding radius"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "BEARING PADS NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "1 1/2\" CL. 3 SIDES",
    "1\" DIA. PLAIN BAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP.",
    "SEE DETAIL \"A\""
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE",
    "SCALE: 3/4\" = 1'-0\"",
    "C REQ'D. CONST. JOINT",
    "TOP OF BEAM",
    "10\" CONC. DIAPH."
  ],
  "description": "This crop contains three related structural details for a bridge superstructure: a Section thru Edge Beam at Bent 2 (Bent 3 similar) showing beam haunch geometry, reinforcement bars (506A, 800, 508, 509, 404, 801, 802), preformed joint filler, and a required construction joint; a Section thru Diaphragm for Span 2 showing a 10-inch concrete diaphragm with reinforcement (507B, 402B, 403B) and a 1-inch diameter plain bar; and Detail 'A' (no scale) illustrating a required construction joint with silicone sealant joint sealer dimensions. Slab reinforcement and bearing pads are explicitly noted as not shown in these sections."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "tapered/crowned rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "7¾\" thick between beams, 8\" thick in overhangs, 2% cross slope"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 1",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": "centerline shown, 7'-6\" spacing"
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 2",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 3",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 4",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 5",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "PSC beam",
      "tag": "BEAM 6",
      "shape": "bulb-tee/I-section (tapered web)",
      "material": "precast concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "shown between beams in Section Thru Diaphragm, with 7-403B bars at equal spaces and 1\" diameter plain bar"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 0,
      "note": "labeled 'FENCE NOT SHOWN, TYP.' at both edges — present but not drawn"
    },
    {
      "name": "Reinforcement bar",
      "tag": "502",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "placed at every 500A, typ."
    },
    {
      "name": "Reinforcement bar",
      "tag": "500A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "spaced at 6¾\""
    },
    {
      "name": "Reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "under every 500A"
    },
    {
      "name": "Reinforcement bar",
      "tag": "400B and C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "30 bars spaced as shown at midspan; 6 bars at eq. sps. at each overhang; 13 bars at equal spaces near beam 3-4 area"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 7,
      "note": "at equal spaces, in diaphragm section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "in diaphragm section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "appears twice in diaphragm section"
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "circular (1\" diameter)",
      "material": "steel (plain, unreinforced)",
      "count": null,
      "note": "1\" diameter plain bar shown in diaphragm section"
    },
    {
      "name": "Drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "¾\" triangular drip bead, full length of bridge, typ."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "required construction joint parallel with deck, typ."
    }
  ],
  "measurements": [
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width between beams 1-6",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Half width to PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck cross section"
    },
    {
      "label": "Distance to lane edge",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck cross section"
    },
    {
      "label": "Overhang edge dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck overhang (both sides)"
    },
    {
      "label": "Edge thickness",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "deck edge (both sides)"
    },
    {
      "label": "Slab thickness (between beams)",
      "value": "7 3/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness (overhangs)",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Clear cover (top)",
      "value": "2 1/4\"",
      "unit": "",
      "appliesTo": "reinforcement clearance"
    },
    {
      "label": "Clear cover (bottom)",
      "value": "1\"",
      "unit": "",
      "appliesTo": "reinforcement clearance"
    },
    {
      "label": "'D' dimension interior beams",
      "value": "8 3/4\"",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "'D' dimension exterior beams",
      "value": "9 1/4\"",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overhang bar spacing group",
      "value": "6-400B and C",
      "unit": "",
      "appliesTo": "overhang, at each end"
    },
    {
      "label": "Overhang edge offset",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam to edge spacing, typ."
    },
    {
      "label": "Beam edge distance",
      "value": "4 3/8\"",
      "unit": "",
      "appliesTo": "end overhang detail"
    },
    {
      "label": "End overhang length",
      "value": "3'-0 1/2\"",
      "unit": "",
      "appliesTo": "end overhangs"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam centerline spacing, repeated 5 times"
    },
    {
      "label": "Bar spacing group",
      "value": "13-400B and C",
      "unit": "",
      "appliesTo": "at equal spaces between beams 3-4"
    },
    {
      "label": "Min. spacing",
      "value": "3'-0\" MIN.",
      "unit": "",
      "appliesTo": "typical spacing near right overhang"
    },
    {
      "label": "Diaphragm bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "diaphragm section, both sides"
    },
    {
      "label": "Diaphragm bar group",
      "value": "7-403B",
      "unit": "",
      "appliesTo": "at equal spaces, diaphragm"
    },
    {
      "label": "Drip bead size",
      "value": "3/4",
      "unit": "in (triangular)",
      "appliesTo": "drip bead, full length of bridge"
    },
    {
      "label": "Edge deck thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "right side edge detail"
    },
    {
      "label": "Right edge width",
      "value": "3\"",
      "unit": "",
      "appliesTo": "right edge detail"
    }
  ],
  "notes": [
    "DIMENSION \"D\" IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY \"D\" BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4\" BETWEEN BEAMS AND 8\" IN THE OVERHANGS.",
    "\"D\" = 8 3/4\" INTERIOR BEAMS",
    "\"D\" = 9 1/4\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400B AND C SPACED AS SHOWN",
    "500A AT 6 3/4\"",
    "501 UNDER EVERY 500A",
    "13-400B AND C AT EQUAL SPACES, TYP.",
    "6-400B AND C AT EQ. SPS.",
    "7-403B AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SECTION THRU DIAPHRAGM",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows two related cross-sectional details of a precast concrete girder bridge superstructure: an overall 'Section Thru Slab' spanning six beam lines (Beam 1 through Beam 6) with full deck geometry, cross slope, overhang details, and reinforcement bar callouts (500A, 501, 502, 400B/C series); and below it a 'Section Thru Diaphragm' view showing the intermediate diaphragms cast between the bulb-tee beams with reinforcement bars (403B, 402B, 507B) and a 1\" diameter plain bar. Notes at the top define the variable haunch dimension 'D' at interior and exterior beams and specify constant slab thicknesses. This documents deck slab and diaphragm reinforcing and geometry for the bridge superstructure, part of the beam/slab framing plan sheet."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Edge beam",
      "tag": "",
      "shape": "rectangular with notched joint",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru edge beam at Bent 2 (Bent 3 similar); shows construction joint, preformed joint filler, and reinforcement bars 506A, 800, 508, 509, 801/802, 404"
    },
    {
      "name": "Reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforced steel",
      "count": null,
      "note": "spaced at 18\" per printed callout"
    },
    {
      "name": "Reinforcement bar",
      "tag": "800",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "2-800 shown at top of section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "508",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "509",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "801",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "802",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "noted as 'not shown' in this section"
    },
    {
      "name": "Preformed joint filler",
      "tag": "*",
      "shape": "strip",
      "material": "",
      "count": null,
      "note": "1\" preformed joint filler at construction joint"
    },
    {
      "name": "Diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru diaphragm, Span 2, 10\" concrete diaphragm"
    },
    {
      "name": "Reinforcement bar",
      "tag": "507B",
      "shape": "stirrup/tie",
      "material": "reinforced steel",
      "count": 4,
      "note": "2-507B top and 2-507B bottom shown"
    },
    {
      "name": "Reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "4-402B diagonal bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": ""
    },
    {
      "name": "Plain bar",
      "tag": "",
      "shape": "round",
      "material": "steel",
      "count": 1,
      "note": "1\" dia. plain bar shown at center of diaphragm section"
    },
    {
      "name": "Joint sealer detail",
      "tag": "Detail A",
      "shape": "V-groove joint",
      "material": "silicone sealant",
      "count": 1,
      "note": "Detail A - silicone sealant type joint sealer (Type B, C or D) at required construction joint"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "ft-in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "width",
      "value": "1'-0 1/2",
      "unit": "ft-in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "width",
      "value": "8",
      "unit": "in",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "clearance",
      "value": "4",
      "unit": "in",
      "appliesTo": "506A/2-800 area, top clearance"
    },
    {
      "label": "depth",
      "value": "8",
      "unit": "in",
      "appliesTo": "801/802 bar region"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "508/509/404 region, 3 sides"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "ft",
      "appliesTo": "lower slab section left"
    },
    {
      "label": "width",
      "value": "1'-0",
      "unit": "ft",
      "appliesTo": "lower slab section right"
    },
    {
      "label": "height",
      "value": "3'-0",
      "unit": "ft",
      "appliesTo": "Section thru diaphragm"
    },
    {
      "label": "clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "Section thru diaphragm top"
    },
    {
      "label": "clearance",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "403B/402B region, typical"
    },
    {
      "label": "width",
      "value": "10",
      "unit": "in",
      "appliesTo": "concrete diaphragm width"
    },
    {
      "label": "depth",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A joint groove"
    },
    {
      "label": "depth",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Detail A joint groove"
    },
    {
      "label": "width",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "Detail A joint groove width"
    },
    {
      "label": "radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Detail A round to R"
    },
    {
      "label": "scale",
      "value": "3/4\"=1'-0",
      "unit": "",
      "appliesTo": "Section thru edge beam"
    },
    {
      "label": "scale",
      "value": "3/4\"=1'-0",
      "unit": "",
      "appliesTo": "Section thru diaphragm"
    },
    {
      "label": "scale",
      "value": "NO SCALE",
      "unit": "",
      "appliesTo": "Detail A"
    }
  ],
  "notes": [
    "SEE DETAIL \"A\"",
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN, BENT 3 SIMILAR",
    "1 1/2\" CL., TYP.",
    "1\" DIA. PLAIN BAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP.",
    "C REQ'D. CONST. JOINT"
  ],
  "labels": [
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "DETAIL \"A\"",
    "SPAN 2",
    "TOP OF BEAM",
    "10\" CONC. DIAPH."
  ],
  "description": "This crop shows three related reinforced-concrete details for a bridge superstructure: a cross section through the edge beam at Bent 2 (with Bent 3 similar) showing reinforcement bars (506A, 800, 508, 509, 801, 802, 404), a required construction joint with preformed joint filler, and a note that bearing pads are not shown; a cross section through a diaphragm at Span 2 showing a 10\" concrete diaphragm with stirrups (507B), diagonal bars (402B, 403B) and a 1\" diameter plain bar; and a small no-scale Detail 'A' illustrating the silicone sealant joint sealer profile at a required construction joint. Slab reinforcement is explicitly noted as not shown in both main sections."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "I-girder/prestressed beam (tapered ends shown)",
      "material": "precast/prestressed concrete",
      "count": 1,
      "note": "Elevation of a single precast prestressed concrete beam, symmetrical about midpoint unless noted; details apply to beams 1 through 12 with specific omissions noted"
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "strand, draped profile",
      "material": "prestressing steel",
      "count": 6,
      "note": "6 draped strands shown schematically along beam length"
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular, 2\" diameter",
      "material": "void/opening in concrete",
      "count": 2,
      "note": "Centered holes for diaphragm bar; omitted at Beams 6 and 12 on one side, and Beams 1 and 7 on other side"
    },
    {
      "name": "reinforcement bar group",
      "tag": "550",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "2-550 at each location, stirrup/reinforcement spacing along beam"
    },
    {
      "name": "reinforcement bar group",
      "tag": "450",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "2-450 shown near top of beam, also 8-451 vertical bars and 10-350 at 6\" spacing"
    },
    {
      "name": "reinforcement bar group",
      "tag": "451",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "8-451 bars noted vertically"
    },
    {
      "name": "reinforcement bar group",
      "tag": "350",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 10,
      "note": "10-350 bars at 6\" spacing"
    },
    {
      "name": "reinforcement bar group",
      "tag": "651",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "2-651 at each location near bent end"
    },
    {
      "name": "reinforcement bar group",
      "tag": "452",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-452 shown at right end of beam near bent"
    },
    {
      "name": "low friction type hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Centerline marked at midpoint region of beam"
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Centerline of bearing marked at both ends of beam"
    },
    {
      "name": "partial section detail",
      "tag": "SECTION A",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Partial cross-section shown at right edge of crop, cut off, showing dimensions 5\", 6\", 2-1/2\", 2 spaces at 2\", 7 spaces at ... (cut off)"
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "beam/span"
    },
    {
      "label": "Beam length",
      "value": "53'-7 5/8\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Midpoint distance",
      "value": "26'-9 13/16\"",
      "unit": "ft-in",
      "appliesTo": "beam midpoint"
    },
    {
      "label": "Distance from midpoint mark",
      "value": "9 13/16\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 24\"",
      "unit": "in",
      "appliesTo": "beam reinforcement/strand spacing"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "18 SPACES AT 12\"",
      "unit": "in",
      "appliesTo": "beam reinforcement spacing"
    },
    {
      "label": "Spacing",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 4\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Distance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "beam end near bent"
    },
    {
      "label": "Bar group quantity",
      "value": "2-550",
      "unit": "",
      "appliesTo": "reinforcement, each location"
    },
    {
      "label": "Bar group quantity",
      "value": "2-450",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "Bar group quantity",
      "value": "8-451",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "Bar group quantity",
      "value": "10-350 AT 6\"",
      "unit": "in",
      "appliesTo": "reinforcement spacing"
    },
    {
      "label": "Bar group quantity",
      "value": "2-651",
      "unit": "",
      "appliesTo": "reinforcement, each location"
    },
    {
      "label": "Bar group quantity",
      "value": "2-452",
      "unit": "",
      "appliesTo": "reinforcement"
    },
    {
      "label": "Distance",
      "value": "2 1/2\"",
      "unit": "in",
      "appliesTo": "beam end near bent"
    },
    {
      "label": "Vertical camber tolerance",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "ΔNC (non-composite deflection)"
    },
    {
      "label": "Vertical camber tolerance",
      "value": "1/16\"",
      "unit": "in",
      "appliesTo": "ΔC (composite deflection)"
    },
    {
      "label": "Distance from end",
      "value": "1'-9\"",
      "unit": "ft-in",
      "appliesTo": "beam, hole location"
    },
    {
      "label": "Distance",
      "value": "6 7/8\"",
      "unit": "in",
      "appliesTo": "beam, hole spacing"
    },
    {
      "label": "Distance",
      "value": "6 7/8\"",
      "unit": "in",
      "appliesTo": "beam, hole spacing"
    },
    {
      "label": "Distance",
      "value": "10 3/16\"",
      "unit": "in",
      "appliesTo": "beam end to bearing"
    },
    {
      "label": "Distance",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "beam end to bearing"
    },
    {
      "label": "Distance",
      "value": "1'-6 3/16\"",
      "unit": "ft-in",
      "appliesTo": "beam end (BFPR) to bearing centerline"
    },
    {
      "label": "Centerline bearing to bearing",
      "value": "52'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Distance",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "beam end to bearing (other end)"
    },
    {
      "label": "Distance",
      "value": "6 3/16\"",
      "unit": "in",
      "appliesTo": "beam end to bearing (other end)"
    },
    {
      "label": "Distance",
      "value": "1'-2 3/16\"",
      "unit": "ft-in",
      "appliesTo": "beam end to bent"
    },
    {
      "label": "Section detail dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "Section A (partial, cropped)"
    },
    {
      "label": "Section detail dimension",
      "value": "6\"",
      "unit": "in",
      "appliesTo": "Section A (partial, cropped)"
    },
    {
      "label": "Section detail dimension",
      "value": "2 1/2\"",
      "unit": "in",
      "appliesTo": "Section A (partial, cropped)"
    },
    {
      "label": "Section detail dimension",
      "value": "2 SPACES AT 2\"",
      "unit": "in",
      "appliesTo": "Section A (partial, cropped)"
    },
    {
      "label": "Section detail dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "Section A (partial, cropped)"
    },
    {
      "label": "Section detail dimension",
      "value": "7 SP... (cut off)",
      "unit": "",
      "appliesTo": "Section A (partial, cropped)"
    },
    {
      "label": "Section detail dimension",
      "value": "1'-... (cut off)",
      "unit": "ft-in",
      "appliesTo": "Section A (partial, cropped)"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "℄ 2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "6 - DRAPED STRANDS",
    "℄ LOW FRICTION TYPE HOLD DOWN",
    "ΔNC = 1/2\"",
    "ΔC = 1/16\""
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "B.F.P.R.",
    "℄ BENT",
    "℄ BEARING",
    "SECTION A (partial, cropped at right edge)"
  ],
  "description": "This crop shows an elevation view of a single precast/prestressed concrete bridge beam with detailed reinforcement bar callouts, strand draping pattern, hole locations for diaphragm bars, and dimensional spacing along the beam length. A partial cross-section detail (labeled Section A, cut off at the right edge) and a general notes block are also included. The drawing documents beam geometry, bearing locations, camber tolerances, and reinforcing/prestressing details for beam fabrication and placement."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "PSC beam (I-girder) cross section at midpoint",
      "tag": "",
      "shape": "I-girder / bulb-tee cross section",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Section at midpoint showing strand pattern and bar 550 placement"
    },
    {
      "name": "PSC beam (I-girder) cross section at end",
      "tag": "",
      "shape": "I-girder / bulb-tee cross section",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Section at end showing strand pattern and bars 651, 450, 350, 452"
    },
    {
      "name": "Reinforcement bar",
      "tag": "550",
      "shape": "straight bar, field/shop bent 90°",
      "material": "reinforcing steel",
      "count": null,
      "note": "Located at top of beam at midpoint section, 9\" leg dimension shown in schedule"
    },
    {
      "name": "Reinforcement bar",
      "tag": "651",
      "shape": "straight bar, field/shop bent 90°",
      "material": "reinforcing steel",
      "count": null,
      "note": "Located at top of beam at end section, 6\" leg dimension shown in schedule"
    },
    {
      "name": "Reinforcement bar",
      "tag": "451",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "8-451 bars at top of end section, 5'-0\" length shown in schedule"
    },
    {
      "name": "Reinforcement bar",
      "tag": "450",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-450 bars at top of end section, 9\" length shown in schedule"
    },
    {
      "name": "Reinforcement bar",
      "tag": "350",
      "shape": "bent bar, 45° angled shape",
      "material": "reinforcing steel",
      "count": null,
      "note": "Located near bottom flange of end section; may be fabricated in two parts lapped 1'-0\" min"
    },
    {
      "name": "Reinforcement bar",
      "tag": "452",
      "shape": "U-shaped/bent bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "2-452 bars at bottom of end section, 1'-6\" width, 8\" leg, open ends away from beam ends"
    },
    {
      "name": "Reinforcement bar",
      "tag": "351",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "1'-0\" length shown in schedule; not explicitly located in section views shown"
    },
    {
      "name": "Prestressed strand",
      "tag": "",
      "shape": "circular, 1/2\" diameter",
      "material": "prestressing steel strand",
      "count": null,
      "note": "Indicated by dot symbols per legend note; multiple rows in bottom flange and web at both sections"
    }
  ],
  "measurements": [
    {
      "label": "Top flange width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bar 550 offset from edge",
      "value": "5\"",
      "unit": "",
      "appliesTo": "550, Section at Midpoint"
    },
    {
      "label": "Top cover",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Web dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Web dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical sub-dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical sub-dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Section at Midpoint (upper)"
    },
    {
      "label": "Vertical sub-dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Section at Midpoint (upper)"
    },
    {
      "label": "Vertical sub-dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical sub-dimension",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Strand spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint, side strands"
    },
    {
      "label": "Strand spacing",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint, bottom strands"
    },
    {
      "label": "Bottom edge distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bottom edge distance",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bottom flange width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Top flange offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "651, Section at End"
    },
    {
      "label": "Clearance",
      "value": "1 1/8\"",
      "unit": "",
      "appliesTo": "Section at End, CL."
    },
    {
      "label": "Clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at End, CL."
    },
    {
      "label": "Vertical dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Bar count",
      "value": "8-451",
      "unit": "",
      "appliesTo": "451, Section at End"
    },
    {
      "label": "Bar count",
      "value": "2-450",
      "unit": "",
      "appliesTo": "450, Section at End"
    },
    {
      "label": "Bar count",
      "value": "2-452",
      "unit": "",
      "appliesTo": "452, Section at End"
    },
    {
      "label": "Minimum clearance note",
      "value": "1\"",
      "unit": "",
      "appliesTo": "General note"
    },
    {
      "label": "Strand diameter",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "Prestressed strands (dot symbol)"
    },
    {
      "label": "Bar 350 leg length",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "350, TYP."
    },
    {
      "label": "Bar 350 angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "350, TYP."
    },
    {
      "label": "Bar 350 horizontal leg",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "Bar 350 vertical leg",
      "value": "3\"",
      "unit": "",
      "appliesTo": "350, TYP."
    },
    {
      "label": "Bar 351 length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "Bar 451 length",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "Bar 452 width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "Bar 452 leg",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "Bar 450 length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "Bar 550 length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "Bar 550 vertical dimension",
      "value": "4'-11\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "Bar 651 length",
      "value": "6\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "Bar 651 vertical dimension",
      "value": "4'-11\"",
      "unit": "",
      "appliesTo": "651"
    },
    {
      "label": "Lap length minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "350"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS.",
    "IMENSIONS LONG ¢ BEAM (partial, cropped text - likely 'DIMENSIONS ALONG C̄ BEAM')"
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "REINFORCEMENT",
    "350",
    "351",
    "451",
    "452",
    "450",
    "550",
    "651",
    "TION (partial, cropped)"
  ],
  "description": "This crop shows two beam cross-section details (Section at Midpoint and Section at End) of a precast prestressed concrete I-girder/bulb-tee beam, with strand layout and reinforcement bar placement dimensioned. Below, a Reinforcement schedule/detail table lists individual bar shapes and dimensions for bars 350, 351, 450, 451, 452, 550, and 651, along with general notes on bar bending, lapping, and placement requirements for the beam reinforcement."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "☉",
      "shape": "circular (bar)",
      "material": "structural steel (ASTM A709 Grade 36)",
      "count": 1,
      "note": "1\" diameter plain bar, threaded 5\" on each end, shown passing through beam with washer and hex nut, recessed and cut off"
    },
    {
      "name": "Beam / diaphragm concrete section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "two concrete faces shown with a break line, representing beam webs at diaphragm location"
    },
    {
      "name": "Reinforcement bars",
      "tag": "351",
      "shape": "straight bars",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-#351 bars at 4\" each way, shown as small circular dots in section"
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "1/4\" x 3 1/2\" diameter washers at each threaded end of diaphragm bar"
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel",
      "count": 2,
      "note": "hex nuts at each threaded end of diaphragm bar"
    }
  ],
  "measurements": [
    {
      "label": "Clear distance",
      "value": "1",
      "unit": "in",
      "appliesTo": "beam face to diaphragm bar hole"
    },
    {
      "label": "Width",
      "value": "3",
      "unit": "in",
      "appliesTo": "recess/pocket dimension"
    },
    {
      "label": "Hole diameter",
      "value": "2",
      "unit": "in",
      "appliesTo": "hole for diaphragm bar"
    },
    {
      "label": "Diameter",
      "value": "5",
      "unit": "in",
      "appliesTo": "recess/pocket for washer and nut"
    },
    {
      "label": "Reinforcement spacing/count",
      "value": "4-351 AT 4\"",
      "unit": "in",
      "appliesTo": "reinforcement bars 351"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "diaphragm bar (☉)"
    },
    {
      "label": "Threaded length",
      "value": "5",
      "unit": "in",
      "appliesTo": "diaphragm bar ends"
    },
    {
      "label": "Washer thickness x diameter",
      "value": "1/4 x 3 1/2",
      "unit": "in",
      "appliesTo": "washer on diaphragm bar"
    },
    {
      "label": "Cut off distance from beam face",
      "value": "1",
      "unit": "in",
      "appliesTo": "excess diaphragm bar"
    }
  ],
  "notes": [
    "☉ DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "2\" DIAMETER HOLE",
    "4-351 AT 4\" EACH WAY",
    "1\" CL.",
    "3\"",
    "5\" DIA."
  ],
  "description": "This crop shows a detail of a diaphragm bar connection at a beam/diaphragm joint, including a threaded steel bar passing through a 2-inch diameter hole, secured with washers and hex nuts, and recessed 1 inch from the beam face. Accompanying notes specify the bar material, tightening procedure, painting/grouting requirements, and a note that galvanizing is not required per Georgia DOT specifications. Reinforcement bars (351) are shown embedded at 4-inch spacing each way around the bar location."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent, pointed/triangular with 45° angled ends",
      "material": "reinforced steel",
      "count": 1,
      "note": "Shows angled bend with 1'-1\" leg dimension typ. and 45° angle typ., overall base dimension 1'-3\""
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight",
      "material": "reinforced steel",
      "count": 1,
      "note": "Overall length 1'-0\" shown between end marks"
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight",
      "material": "reinforced steel",
      "count": 1,
      "note": "Overall length 9\" shown between end marks"
    },
    {
      "name": "reinforcement bar",
      "tag": "GM BAR",
      "shape": "",
      "material": "reinforced steel",
      "count": null,
      "note": "Label partially visible at left edge, associated detail not shown in this crop"
    }
  ],
  "measurements": [
    {
      "label": "leg length",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "350"
    },
    {
      "label": "base dimension",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "overall length",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "351"
    },
    {
      "label": "overall length",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "450"
    }
  ],
  "notes": [
    "45°, TYP.",
    "1'-1\" TYP."
  ],
  "labels": [
    "GM BAR",
    "350",
    "351",
    "450"
  ],
  "description": "This crop shows a bar bending schedule detail sheet with individual reinforcement bar shapes and their bend dimensions, identified by bar marks 350, 351, and 450. Bar 350 is a bent/angled bar with a 45° typical angle and 1'-1\" typical leg length over a 1'-3\" base; bars 351 and 450 are shown as straight segments with overall lengths of 1'-0\" and 9\" respectively. A partial label 'GM BAR' appears at the left edge, likely referring to an adjacent bar type not fully shown in this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "PSC beam cross section",
      "tag": "",
      "shape": "tapered (bulb/I-shaped web with flared bottom flange)",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Shown as 'SECTION AT MIDPOINT' and 'SECTION AT END' of the same beam, with strand and rebar placement dimensioned."
    },
    {
      "name": "Prestressed strand",
      "tag": "",
      "shape": "circular (shown as dots)",
      "material": "prestressing steel",
      "count": null,
      "note": "Legend states each dot indicates a 1/2\" diameter prestressed strand; strand pattern differs between midpoint and end sections."
    },
    {
      "name": "Reinforcement bar - top bent bar",
      "tag": "550",
      "shape": "straight with 90° bend (field/shop bent)",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Extends from top of beam; horizontal leg extends between top and bottom mats of slab reinforcement per note."
    },
    {
      "name": "Reinforcement bar - top bent bar",
      "tag": "651",
      "shape": "straight with 90° bend",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Same detailing as bar 550, shown at beam end section."
    },
    {
      "name": "Reinforcement bar - diagonal/bent",
      "tag": "350",
      "shape": "bent, two 45° angles (triangular/trapezoidal outline)",
      "material": "reinforcing steel",
      "count": 1,
      "note": "May be fabricated in two parts with 1'-0\" min lap per note."
    },
    {
      "name": "Reinforcement bar - straight",
      "tag": "351",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "Reinforcement bar - straight",
      "tag": "451",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8 bars (8-451) shown at end section; may be shifted/sloped to avoid strand conflict."
    },
    {
      "name": "Reinforcement bar - closed/rectangular",
      "tag": "452",
      "shape": "rectangular open bar (with one open end)",
      "material": "reinforcing steel",
      "count": 1,
      "note": "2 bars (2-452) at end section; placed with open ends away from beam ends per note."
    },
    {
      "name": "Reinforcement bar - straight tie",
      "tag": "450",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "2 bars (2-450) shown at end section."
    }
  ],
  "measurements": [
    {
      "label": "Top width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Offset",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Bar 550 / midpoint section"
    },
    {
      "label": "Cover",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "Midpoint section top"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Midpoint section web"
    },
    {
      "label": "Spacing",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Midpoint section web"
    },
    {
      "label": "Spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Midpoint section web (upper)"
    },
    {
      "label": "Height",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Midpoint section"
    },
    {
      "label": "Height",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Midpoint section"
    },
    {
      "label": "Overall height",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Midpoint section"
    },
    {
      "label": "Height",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Midpoint section (lower)"
    },
    {
      "label": "Height",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Midpoint section (lower)"
    },
    {
      "label": "Spacing",
      "value": "2 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Midpoint section strand pattern"
    },
    {
      "label": "Clearance",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Midpoint section bottom"
    },
    {
      "label": "Edge distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Midpoint section bottom"
    },
    {
      "label": "Spacing",
      "value": "7 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Midpoint section strand pattern"
    },
    {
      "label": "Edge distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Midpoint section bottom"
    },
    {
      "label": "Bottom width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Midpoint section"
    },
    {
      "label": "Offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Bar 651 / end section"
    },
    {
      "label": "Clearance",
      "value": "1 1/8\"",
      "unit": "",
      "appliesTo": "End section, near bar 350"
    },
    {
      "label": "Height",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "End section"
    },
    {
      "label": "Clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "End section bottom, bar 2-452"
    },
    {
      "label": "Bar count",
      "value": "8",
      "unit": "bars",
      "appliesTo": "Bar 451 (8-451)"
    },
    {
      "label": "Bar count",
      "value": "2",
      "unit": "bars",
      "appliesTo": "Bar 450 (2-450)"
    },
    {
      "label": "Bar count",
      "value": "2",
      "unit": "bars",
      "appliesTo": "Bar 452 (2-452)"
    },
    {
      "label": "Length",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "Bar 350 (typ.)"
    },
    {
      "label": "Angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "Bar 350 (typ.)"
    },
    {
      "label": "Length",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Bar 350"
    },
    {
      "label": "Length",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Bar 350 (typ.)"
    },
    {
      "label": "Length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Bar 351"
    },
    {
      "label": "Length",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "Bar 451"
    },
    {
      "label": "Height",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Bar 452"
    },
    {
      "label": "Length",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Bar 452"
    },
    {
      "label": "Length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Bar 450"
    },
    {
      "label": "Length",
      "value": "4'-11\"",
      "unit": "",
      "appliesTo": "Bar 550"
    },
    {
      "label": "Length",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Bar 550"
    },
    {
      "label": "Length",
      "value": "4'-11\"",
      "unit": "",
      "appliesTo": "Bar 651"
    },
    {
      "label": "Length",
      "value": "6\"",
      "unit": "",
      "appliesTo": "Bar 651"
    },
    {
      "label": "Minimum lap",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Bar 350 fabrication note"
    },
    {
      "label": "Minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "General note"
    },
    {
      "label": "Strand diameter",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Prestressed strands"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 651 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "REINFORCEMENT",
    "DIMENSIONS ALONG C BEAM (partial, cut off at left edge)",
    "ENT (partial text, cut off at top-left edge)",
    "ATION (partial text, cut off at left edge)"
  ],
  "description": "This crop shows two cross-section details of a precast prestressed concrete (PSC) beam — one taken at the beam midpoint and one at the beam end — with full dimensioning of strand and rebar placement, followed by a reinforcement schedule below listing individual bar shapes and dimensions for marks 350, 351, 450, 451, 452, 550, and 651 along with governing notes on bending, clearance, and placement. It documents the internal reinforcement and prestressing strand layout for a bridge girder, likely part of a superstructure beam design sheet."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "circular (threaded rod)",
      "material": "steel (ASTM A709 Grade 36)",
      "count": 1,
      "note": "1\" diameter plain bar, threaded 5\" on each end, passes through 2\" diameter hole in beam"
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "1/4\" x 3 1/2\" diameter washers at diaphragm bar ends"
    },
    {
      "name": "hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel",
      "count": 2,
      "note": "secures diaphragm bar ends"
    },
    {
      "name": "beam/diaphragm reinforcement bar",
      "tag": "351",
      "shape": "rebar",
      "material": "reinforced concrete",
      "count": 4,
      "note": "4-351 bars at 4\" each way around hole"
    },
    {
      "name": "beam web/end block",
      "tag": "",
      "shape": "rectangular",
      "material": "precast concrete",
      "count": 1,
      "note": "shown in section with recess for diaphragm bar hardware"
    }
  ],
  "measurements": [
    {
      "label": "clearance",
      "value": "1",
      "unit": "in",
      "appliesTo": "beam face to hole edge"
    },
    {
      "label": "recess width",
      "value": "3",
      "unit": "in",
      "appliesTo": "recess for diaphragm bar hardware"
    },
    {
      "label": "hole diameter",
      "value": "2",
      "unit": "in",
      "appliesTo": "diaphragm bar hole"
    },
    {
      "label": "recess diameter",
      "value": "5",
      "unit": "in",
      "appliesTo": "recess for washer/nut"
    },
    {
      "label": "cutoff distance",
      "value": "1",
      "unit": "in",
      "appliesTo": "excess diaphragm bar cutoff from beam face"
    },
    {
      "label": "reinforcement spacing",
      "value": "4",
      "unit": "in",
      "appliesTo": "351 bars each way"
    },
    {
      "label": "bar count",
      "value": "4",
      "unit": "",
      "appliesTo": "351 bars"
    },
    {
      "label": "diaphragm bar diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "thread length",
      "value": "5",
      "unit": "in",
      "appliesTo": "diaphragm bar ends"
    },
    {
      "label": "washer size",
      "value": "1/4\" x 3 1/2\"",
      "unit": "in",
      "appliesTo": "washer diameter/thickness"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "2\" DIAMETER HOLE",
    "4-351 AT 4\" EACH WAY",
    "1\" CL.",
    "3\"",
    "5\" DIA."
  ],
  "description": "This crop is a detail drawing of a diaphragm bar connection at a precast beam end, showing the bar's hole placement, threaded ends, washers, nuts, and recess dimensions, along with reinforcement bars (351) around the hole. Accompanying notes specify the diaphragm bar material and hardware specification, tightening procedure per Georgia DOT spec, post-installation coating and grouting requirements, and clarify that galvanizing is not required."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent/trapezoidal with 45° chamfered corners",
      "material": "steel (reinforcing bar)",
      "count": 1,
      "note": "shown with overall width 1'-3\" and diagonal leg 1'-1\" typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight/bent bar segment",
      "material": "steel (reinforcing bar)",
      "count": 1,
      "note": "width dimension 1'-0\" only, no shape sketch shown in this crop"
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight/bent bar segment",
      "material": "steel (reinforcing bar)",
      "count": 1,
      "note": "width dimension 9\" only, no shape sketch shown in this crop"
    }
  ],
  "measurements": [
    {
      "label": "diagonal leg length",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "bend angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "350"
    },
    {
      "label": "overall width",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "overall width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "351"
    },
    {
      "label": "overall width",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "450"
    }
  ],
  "notes": [],
  "labels": [
    "AGM BAR",
    "350",
    "351",
    "450"
  ],
  "description": "This crop shows a partial bar-bending schedule/detail sheet listing individual reinforcing bar shapes identified by numeric marks (350, 351, 450), with a dimensioned sketch for bar 350 showing a chamfered triangular bend (45° typical, 1'-1\" diagonal leg typ., 1'-3\" overall width) and simple width call-outs for bars 351 (1'-0\") and 450 (9\") without accompanying sketches in this crop. The partially visible label 'AGM BAR' at left is likely the end of 'DIAPHRAGM BAR', consistent with the diaphragm bar referenced in the linked note panel."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "tapered rectangular (I-shaped end shown in partial section at right)",
      "material": "precast concrete",
      "count": 1,
      "note": "Girder elevation shown between Bent 2 and Bent 3, with strand/rebar layout details"
    },
    {
      "name": "draped strands",
      "tag": "",
      "shape": "linear, draped/curved profile",
      "material": "prestressing steel",
      "count": 8,
      "note": "Labeled '8 - DRAPED STRANDS'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "8-451",
      "shape": "straight bars",
      "material": "steel reinforcement",
      "count": 8,
      "note": "Vertical spacing dimension 8-451 shown at right portion of beam"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-550",
      "shape": "straight bars",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Noted '2-550 AT EACH LOCATION'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-450",
      "shape": "straight bars",
      "material": "steel reinforcement",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-650",
      "shape": "straight bars",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Noted '2-650 AT EACH LOCATION'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "13-350",
      "shape": "straight bars",
      "material": "steel reinforcement",
      "count": 13,
      "note": "Spacing at 6\""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-452",
      "shape": "straight bars",
      "material": "steel reinforcement",
      "count": 2,
      "note": ""
    },
    {
      "name": "diaphragm bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "2\" diameter hole for diaphragm bar; omitted at beams 6 and 12, and at beams 1 and 7 for another hole"
    },
    {
      "name": "low friction hold down",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Centerline of low friction type hold down shown at midpoint region"
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Centerline of bearing marked at both ends of beam"
    },
    {
      "name": "beam end cross-section detail",
      "tag": "",
      "shape": "I-section (partial)",
      "material": "precast concrete",
      "count": 1,
      "note": "Partial cross section detail shown at far right edge of crop, cut off"
    }
  ],
  "measurements": [
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "beam span Bent 2 to Bent 3"
    },
    {
      "label": "Beam length",
      "value": "80'-11 5/8\"",
      "unit": "ft-in",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Midpoint distance",
      "value": "40'-5 13/16\"",
      "unit": "ft-in",
      "appliesTo": "beam midpoint from Bent 2"
    },
    {
      "label": "Dimension",
      "value": "11 13/16\"",
      "unit": "in",
      "appliesTo": "segment near midpoint"
    },
    {
      "label": "Spacing",
      "value": "9 SPACES AT 24\"",
      "unit": "in",
      "appliesTo": "reinforcement/strand spacing"
    },
    {
      "label": "Spacing",
      "value": "19 SPACES AT 12\"",
      "unit": "in",
      "appliesTo": "reinforcement/strand spacing"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "spacing segment"
    },
    {
      "label": "Spacing",
      "value": "6 SPACES AT 4\"",
      "unit": "in",
      "appliesTo": "reinforcement/strand spacing"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "end spacing"
    },
    {
      "label": "Beam depth",
      "value": "2'-3\"",
      "unit": "ft-in",
      "appliesTo": "beam cross-section height"
    },
    {
      "label": "Camber (non-composite)",
      "value": "1 1/4\"",
      "unit": "in",
      "appliesTo": "NC deflection"
    },
    {
      "label": "Camber (composite)",
      "value": "1/8\"",
      "unit": "in",
      "appliesTo": "C deflection"
    },
    {
      "label": "Dimension",
      "value": "6 7/8\"",
      "unit": "in",
      "appliesTo": "hole spacing (left)"
    },
    {
      "label": "Dimension",
      "value": "6 7/8\"",
      "unit": "in",
      "appliesTo": "hole spacing (right)"
    },
    {
      "label": "Spacing",
      "value": "13-350 AT 6\"",
      "unit": "in",
      "appliesTo": "reinforcement group"
    },
    {
      "label": "Dimension",
      "value": "2 5/8\"",
      "unit": "in",
      "appliesTo": "end detail"
    },
    {
      "label": "Dimension",
      "value": "6 3/16\"",
      "unit": "in",
      "appliesTo": "end offset to bearing"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "end offset to bearing"
    },
    {
      "label": "Dimension",
      "value": "1'-2 3/16\"",
      "unit": "ft-in",
      "appliesTo": "end offset to bearing"
    },
    {
      "label": "Bearing to bearing distance",
      "value": "79'-7 5/8\"",
      "unit": "ft-in",
      "appliesTo": "beam bearings"
    },
    {
      "label": "Clear cover",
      "value": "1 5/8\"",
      "unit": "in",
      "appliesTo": "section detail (right side)"
    },
    {
      "label": "Dimension",
      "value": "2 1/2\"",
      "unit": "in",
      "appliesTo": "section detail (right side)"
    },
    {
      "label": "Dimension",
      "value": "7\"",
      "unit": "in",
      "appliesTo": "section detail (right side), appears twice"
    },
    {
      "label": "Spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "in",
      "appliesTo": "section detail (right side)"
    },
    {
      "label": "Dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "section detail (right side)"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "section detail (right side)"
    },
    {
      "label": "Spacing (partial)",
      "value": "9 SP...AT...",
      "unit": "in",
      "appliesTo": "section detail (right side), text cut off"
    },
    {
      "label": "Dimension (partial)",
      "value": "1'-...",
      "unit": "ft-in",
      "appliesTo": "section detail (right side), text cut off"
    }
  ],
  "notes": [
    "MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED",
    "2\" DIAMETER HOLE FOR DIAPHRAGM BAR",
    "OMIT HOLE AT BEAMS 6 AND 12",
    "OMIT HOLE AT BEAMS 1 AND 7",
    "8 - DRAPED STRANDS",
    "ALL DIMENSIONS ARE ALONG C BEAM",
    "2-550 AT EACH LOCATION",
    "2-650 AT EACH LOCATION"
  ],
  "labels": [
    "NOTES",
    "ELEVATION",
    "C BENT 2",
    "C BENT 3",
    "C BEARING",
    "C LOW FRICTION TYPE HOLD DOWN"
  ],
  "description": "This crop shows the elevation view of a precast prestressed concrete (PSC) beam spanning between Bent 2 and Bent 3, with overall span, beam length, and bearing-to-bearing dimensions annotated. Detailed strand and reinforcement bar patterns (draped strands, bar groups 2-550, 2-450, 2-650, 13-350, 2-452, 8-451) are dimensioned along the beam length, along with diaphragm bar hole locations and omissions at specific beam numbers. A partial cross-section detail of the beam end is shown cut off at the right edge of the crop, and a Notes block heading appears at bottom left with no visible note text within this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "PSC beam (girder)",
      "tag": "",
      "shape": "bulb-tee, tapered web widening to bottom flange",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Shown in two cross sections: 'Section at Midpoint' and 'Section at End'; centerline of Bent 3 referenced at far left edge"
    },
    {
      "name": "Prestressing strand",
      "tag": "",
      "shape": "circular (dots in section)",
      "material": "prestressed steel strand",
      "count": null,
      "note": "Indicated by dot symbol; noted as 1/2\" diameter prestressed strands"
    },
    {
      "name": "Reinforcement bar",
      "tag": "350",
      "shape": "bent bar, 45° angled legs (V-shape) per schedule detail",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out at bottom flange in Section at End; may be fabricated in two parts with 1'-0\" min lap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "351",
      "shape": "straight bar, 1'-0\" length shown in schedule",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown only in reinforcement schedule, not visibly called out in sections"
    },
    {
      "name": "Reinforcement bar",
      "tag": "450",
      "shape": "L-shaped/hooked bar, 1'-1\" leg shown in schedule",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out as '2-450' at top of Section at End"
    },
    {
      "name": "Reinforcement bar",
      "tag": "451",
      "shape": "straight bar, 6'-0\" length shown in schedule",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Called out as '8-451' at top of Section at End; note to slope/shift to avoid strand conflict"
    },
    {
      "name": "Reinforcement bar",
      "tag": "452",
      "shape": "rectangular closed tie/stirrup, 1'-6\" x 8\" per schedule",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out as '2-452' in both Section at Midpoint and Section at End bottom flange; place with open ends away from beam ends"
    },
    {
      "name": "Reinforcement bar",
      "tag": "550",
      "shape": "vertical bar with 90° bend at top, 5'-8\" long, 11\" leg per schedule",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown at top of Section at Midpoint web; field/shop bent 90° so horizontal leg extends between top and bottom slab mats"
    },
    {
      "name": "Reinforcement bar",
      "tag": "650",
      "shape": "vertical bar with 90° bend at top, 5'-8\" long, 8\" leg per schedule",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown at top of Section at End web; note '2-650 AT EACH LOCATION' on partial left-edge detail"
    }
  ],
  "measurements": [
    {
      "label": "Width at top of beam",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bar 550 spacing at top",
      "value": "7\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "Clear cover top",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Web dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical spacing",
      "value": "4 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical spacing",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Overall height (partial)",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical spacing",
      "value": "4 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical dimension",
      "value": "7 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Vertical dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Clear cover",
      "value": "1 5/8\"",
      "unit": "CL",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Spacing",
      "value": "7 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Spaces count/spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bottom flange offset",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Edge distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Spaces count/spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Edge distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bottom flange width",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Top width",
      "value": "650",
      "unit": "",
      "appliesTo": "Section at End (bar tag placeholder for dimension line)"
    },
    {
      "label": "Clear cover top",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Number of bars",
      "value": "8",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "Number of bars",
      "value": "2",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "CL",
      "appliesTo": "Section at End"
    },
    {
      "label": "Overall height (partial)",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Bottom clear cover",
      "value": "2\"",
      "unit": "CL",
      "appliesTo": "Section at End"
    },
    {
      "label": "Number of bars",
      "value": "2",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "Edge distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Left partial detail"
    },
    {
      "label": "Number of bars per location",
      "value": "2",
      "unit": "",
      "appliesTo": "650"
    },
    {
      "label": "Dimension",
      "value": "2 5/8\"",
      "unit": "",
      "appliesTo": "Left partial detail"
    },
    {
      "label": "Number of bars",
      "value": "2",
      "unit": "",
      "appliesTo": "452 (left detail)"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Left partial detail"
    },
    {
      "label": "Dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "Left partial detail"
    },
    {
      "label": "Dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "Left partial detail"
    },
    {
      "label": "Angled leg length",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "Bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "Leg length",
      "value": "4\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "Overall length",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "350"
    },
    {
      "label": "Length",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "351"
    },
    {
      "label": "Length",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "451"
    },
    {
      "label": "Leg length",
      "value": "8\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "Length",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "450"
    },
    {
      "label": "Length",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "452"
    },
    {
      "label": "Height",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "Leg length",
      "value": "11\"",
      "unit": "",
      "appliesTo": "550"
    },
    {
      "label": "Height",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "650"
    },
    {
      "label": "Leg length",
      "value": "8\"",
      "unit": "",
      "appliesTo": "650"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "ALL DIMENSIONS ARE ALONG â„¢ BEAM (transcribed as printed: 'ALL DIMENSIONS ARE ALONG C BEAM')",
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 650 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS.",
    "2-650 AT EACH LOCATION (partial left-edge note)"
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "REINFORCEMENT",
    "GDOT",
    "P.I. NO.",
    "0019181",
    "â„¢ BENT 3 (partial left-edge label, transcribed as 'C BENT 3')",
    "BAR (partial, cut off at left edge)"
  ],
  "description": "This crop shows two cross sections of a precast prestressed concrete beam ('Section at Midpoint' and 'Section at End'), detailing overall dimensions, strand placement, and reinforcement bar callouts (450, 451, 452, 550, 650, 350). Below is a reinforcement bar schedule/detail block listing individual bar shapes and out-to-out dimensions for bars 350, 351, 451, 450, 452, 550, and 650, along with general reinforcement notes on bending, lapping, and placement. A partial detail at the far left edge shows additional spacing dimensions and bar callouts near Bent 3, but is cropped and incomplete."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular (round bar, threaded ends)",
      "material": "steel, ASTM A709 Grade 36",
      "count": 1,
      "note": "1\" diameter plain bar, threaded 5\" on each end, shown passing through beam web with washer and hex nut in recess"
    },
    {
      "name": "Recess (pocket for diaphragm bar end)",
      "tag": "",
      "shape": "circular",
      "material": "concrete (beam), later filled with epoxy grout",
      "count": 1,
      "note": "5\" diameter recess at beam face housing washer/nut"
    },
    {
      "name": "2\" diameter hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "hole through beam web for diaphragm bar"
    },
    {
      "name": "Reinforcement bar",
      "tag": "351",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "4-351 bars at 4\" each way, shown near hole location"
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular, 3-1/2\" diameter",
      "material": "steel",
      "count": 1,
      "note": "1/4\" thick washer on threaded bar end"
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel",
      "count": 1,
      "note": "nut on threaded diaphragm bar end within recess"
    },
    {
      "name": "Beam (PSC beam, partial)",
      "tag": "",
      "shape": "rectangular section (partial, web shown)",
      "material": "precast concrete",
      "count": 1,
      "note": "only the web/end portion near diaphragm connection is shown"
    }
  ],
  "measurements": [
    {
      "label": "Clear distance",
      "value": "1",
      "unit": "in (CL.)",
      "appliesTo": "beam web to hole"
    },
    {
      "label": "Width dimension",
      "value": "3",
      "unit": "in",
      "appliesTo": "recess width at beam face"
    },
    {
      "label": "Hole diameter",
      "value": "2",
      "unit": "in",
      "appliesTo": "hole through beam web"
    },
    {
      "label": "Recess diameter",
      "value": "5",
      "unit": "in (DIA.)",
      "appliesTo": "recess for diaphragm bar end"
    },
    {
      "label": "Bar spacing",
      "value": "4",
      "unit": "in",
      "appliesTo": "351 reinforcement bars, each way"
    },
    {
      "label": "Bar count",
      "value": "4",
      "unit": "",
      "appliesTo": "351 reinforcement bars"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Threaded length",
      "value": "5",
      "unit": "in",
      "appliesTo": "diaphragm bar end thread"
    },
    {
      "label": "Washer thickness",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2",
      "unit": "in",
      "appliesTo": "washer"
    },
    {
      "label": "Cut-off distance",
      "value": "1",
      "unit": "in",
      "appliesTo": "excess diaphragm bar from beam face"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "1\" CL.",
    "3\"",
    "2\" DIAMETER HOLE",
    "4-351 AT 4\" EACH WAY",
    "5\" DIA."
  ],
  "description": "This crop is a detail drawing showing the recess at a precast concrete beam end where a diaphragm tie bar passes through, including the hole, washer, nut, and grout-filled recess, along with accompanying construction notes specifying bar material, tightening procedure, painting, and galvanizing requirements per Georgia DOT specifications. It documents the diaphragm bar connection detail rather than the full beam or diaphragm assembly."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent bar with 45° angled ends",
      "material": "reinforced concrete (rebar)",
      "count": 1,
      "note": "Shows overall dimension 1'-7\" with a 1'-3\" typ. diagonal leg and 45° typ. bend angle"
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "straight/rectangular bar",
      "material": "reinforced concrete (rebar)",
      "count": 1,
      "note": "Dimension shown as 1'-0\""
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "straight/rectangular bar",
      "material": "reinforced concrete (rebar)",
      "count": 1,
      "note": "Dimension shown as 1'-1\""
    }
  ],
  "measurements": [
    {
      "label": "diagonal leg length",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "bend angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "350"
    },
    {
      "label": "overall width",
      "value": "1'-7\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "351"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "450"
    }
  ],
  "notes": [
    "45°, TYP.",
    "1'-3\" TYP."
  ],
  "labels": [
    "GM BAR",
    "350",
    "351",
    "450"
  ],
  "description": "This crop shows a portion of a bar bending schedule/detail sheet listing individual reinforcement bar shapes identified by mark numbers 350, 351, and 450, each with their bend geometry and dimensions annotated (e.g., 45° typical bend, 1'-3\" typical leg, and overall widths of 1'-7\", 1'-0\", and 1'-1\"). A partial text label 'GM BAR' appears at the left edge, likely part of a cut-off heading such as 'DIAGRAM BAR'. No other structural elements are shown in this fragment."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "PSC beam (bulb-tee/I-girder)",
      "tag": "",
      "shape": "I-section with tapered web, bulb bottom flange",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Shown as 'SECTION AT MIDPOINT' and 'SECTION AT END' cross-sections of the same beam"
    },
    {
      "name": "Prestressed strand",
      "tag": "",
      "shape": "circular, 1/2\" diameter",
      "material": "steel strand",
      "count": null,
      "note": "Indicated by dots (•) in bottom flange of both sections; count of dots not individually tallied"
    },
    {
      "name": "Reinforcement bar",
      "tag": "350",
      "shape": "bent bar, angled ~45° with 1'-7\" and 1'-3\" legs",
      "material": "reinforcing steel",
      "count": null,
      "note": "Shown in section at end and detailed in bar shape schedule"
    },
    {
      "name": "Reinforcement bar",
      "tag": "351",
      "shape": "straight/bent bar, 1'-0\" dimension",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bar shape schedule only"
    },
    {
      "name": "Reinforcement bar",
      "tag": "450",
      "shape": "L-shaped/bent bar, 1'-1\" x 8\"",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out as '2-450' at top of end section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "451",
      "shape": "bent bar, 6'-0\" leg",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Called out as '8-451' at top of end section, slightly shifted to avoid strand conflict"
    },
    {
      "name": "Reinforcement bar",
      "tag": "452",
      "shape": "open-ended bent bar, 1'-6\"",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out as '2-452' near bottom of both sections; placed with open ends away from beam ends"
    },
    {
      "name": "Reinforcement bar",
      "tag": "550",
      "shape": "bar with 90° bend, 5'-8\" x 11\"",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Field/shop bent 90° at top of beam so horizontal leg extends between slab reinforcement mats"
    },
    {
      "name": "Reinforcement bar",
      "tag": "650",
      "shape": "bar with 90° bend, 5'-8\" x 8\"",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Same bending requirement as bar 550"
    }
  ],
  "measurements": [
    {
      "label": "Beam top width",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bar 550 spacing/position",
      "value": "550",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Flange width",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Clear cover",
      "value": "2 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Flange dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Web dimension",
      "value": "4 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Web dimension",
      "value": "4 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Height segment",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Overall beam height",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Flange dimension",
      "value": "7 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Flange dimension",
      "value": "7 1/2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Clear cover",
      "value": "1 5/8\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bottom flange spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Edge dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Edge dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Strand spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bottom flange width",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "Section at Midpoint"
    },
    {
      "label": "Bar 650 position",
      "value": "650",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Top clear dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Bar count/tag",
      "value": "8-451",
      "unit": "",
      "appliesTo": "Section at End, bar 451"
    },
    {
      "label": "Bar count/tag",
      "value": "2-450",
      "unit": "",
      "appliesTo": "Section at End, bar 450"
    },
    {
      "label": "Clear cover",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Bar tag callout",
      "value": "350",
      "unit": "",
      "appliesTo": "Section at End, bar 350"
    },
    {
      "label": "Overall web height",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Clear cover",
      "value": "2\" CL.",
      "unit": "",
      "appliesTo": "Section at End"
    },
    {
      "label": "Bar count/tag",
      "value": "2-452",
      "unit": "",
      "appliesTo": "Section at End, bar 452"
    },
    {
      "label": "Minimum clearance",
      "value": "1",
      "unit": "in (implied)",
      "appliesTo": "General note"
    },
    {
      "label": "Strand diameter",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Prestressed strands"
    },
    {
      "label": "Bar 350 leg dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Bar 350 shape detail"
    },
    {
      "label": "Bar 350 bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "Bar 350 shape detail"
    },
    {
      "label": "Bar 350 leg dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Bar 350 shape detail"
    },
    {
      "label": "Bar 350 overall dimension",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "Bar 350 shape detail"
    },
    {
      "label": "Lap length minimum",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Bar 350 fabrication note"
    },
    {
      "label": "Bar 351 dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Bar 351 shape"
    },
    {
      "label": "Bar 451 dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Bar 451 shape"
    },
    {
      "label": "Bar 450 dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "Bar 450 shape"
    },
    {
      "label": "Bar 450 dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Bar 450 shape"
    },
    {
      "label": "Bar 452 dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Bar 452 shape"
    },
    {
      "label": "Bar 550 dimension",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "Bar 550 shape"
    },
    {
      "label": "Bar 550 dimension",
      "value": "11\"",
      "unit": "",
      "appliesTo": "Bar 550 shape"
    },
    {
      "label": "Bar 650 dimension",
      "value": "5'-8\"",
      "unit": "",
      "appliesTo": "Bar 650 shape"
    },
    {
      "label": "Bar 650 dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Bar 650 shape"
    },
    {
      "label": "Fragment dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "Fragment dimension",
      "value": "2 5/8\"",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "Fragment dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "Fragment dimension",
      "value": "6 3/16\"",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "Fragment dimension",
      "value": "1'-2 3/16\"",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "Bar count/tag",
      "value": "2-650 AT EACH LOCATION",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "Bar count/tag",
      "value": "2-452",
      "unit": "",
      "appliesTo": "Left edge fragment (cut off)"
    },
    {
      "label": "P.I. Number",
      "value": "0019181",
      "unit": "",
      "appliesTo": "Title block"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS.",
    "ALL DIMENSIONS ARE ALONG ¢ BEAM",
    "ALL BAR DIMENSIONS ARE OUT TO OUT.",
    "AT THE TOP OF THE BEAM, BARS 550 AND 650 SHALL BE FIELD BENT OR SHOP BENT 90°, SUCH THAT THE HORIZONTAL LEG EXTENDS BETWEEN TOP AND BOTTOM MATS OF SLAB REINFORCEMENT.",
    "SLIGHTLY SHIFT OR SLOPE BARS 451 TO AVOID CONFLICT WITH STRANDS.",
    "BARS 350 MAY BE FABRICATED IN TWO PARTS BY LAPPING HORIZONTAL SECTION BY 1'-0\" MINIMUM.",
    "PLACE BARS 452 WITH OPEN ENDS AWAY FROM BEAM ENDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "REINFORCEMENT",
    "GDOT",
    "P.I. NO.",
    "¢ BENT 3",
    "350",
    "351",
    "450",
    "451",
    "452",
    "550",
    "650",
    "TYP.",
    "8-451",
    "2-450",
    "2-452"
  ],
  "description": "This crop shows two cross-sections of a precast, prestressed concrete beam (bulb-tee/I-girder type) — one taken at the beam midpoint and one at the beam end — with dimensions for flange widths, web thicknesses, overall depth, strand pattern (1/2\" diameter prestressed strands), and reinforcing bar cover/clearances. Below the sections is a 'REINFORCEMENT' detail box containing bar-bending notes and individual bar shape diagrams with dimensions for bars 350, 351, 450, 451, 452, 550, and 650. A partial fragment at the left edge (dimensions and bar callouts near '¢ BENT 3') indicates this crop is cut off from an adjacent portion of the same beam/bent detail sheet; the GDOT title block with P.I. NO. 0019181 appears at top right."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular (round bar, threaded ends)",
      "material": "steel (ASTM A 709 Grade 36)",
      "count": 1,
      "note": "1\" diameter plain bar, threaded 5\" on each end; shown in recess at beam face"
    },
    {
      "name": "Recess hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "2\" diameter hole through beam for diaphragm bar"
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular (annular)",
      "material": "steel",
      "count": 1,
      "note": "1/4\" x 3-1/2\" diameter washer at bar end"
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel",
      "count": 1,
      "note": "hex nut on threaded end of diaphragm bar"
    },
    {
      "name": "Reinforcement bar group (4-3S1)",
      "tag": "3S1",
      "shape": "bar (rebar)",
      "material": "reinforced concrete reinforcement (steel)",
      "count": 4,
      "note": "4 bars marked 3S1 spaced at 4\" each way near recess"
    },
    {
      "name": "Beam face / recess pocket",
      "tag": "",
      "shape": "rectangular recess in beam end",
      "material": "precast concrete",
      "count": 1,
      "note": "recess formed at beam face to accommodate diaphragm bar end, washer, nut; later filled with epoxy grout"
    }
  ],
  "measurements": [
    {
      "label": "Clear cover to hole",
      "value": "1",
      "unit": "in",
      "appliesTo": "2\" diameter hole"
    },
    {
      "label": "Recess width",
      "value": "3",
      "unit": "in",
      "appliesTo": "recess pocket at beam face"
    },
    {
      "label": "Hole diameter",
      "value": "2",
      "unit": "in",
      "appliesTo": "hole for diaphragm bar"
    },
    {
      "label": "Bar spacing group",
      "value": "4-3S1 AT 4\"",
      "unit": "in",
      "appliesTo": "3S1 reinforcement bars"
    },
    {
      "label": "Washer/nut recess diameter",
      "value": "5",
      "unit": "in",
      "appliesTo": "recess diameter (DIA.) around washer/nut"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Thread length each end",
      "value": "5",
      "unit": "in",
      "appliesTo": "diaphragm bar ends"
    },
    {
      "label": "Washer thickness",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2",
      "unit": "in",
      "appliesTo": "washer"
    },
    {
      "label": "Cut-off distance from beam face",
      "value": "1",
      "unit": "in",
      "appliesTo": "excess diaphragm bar cut-off"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED.",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "2\" DIAMETER HOLE",
    "4-3S1 AT 4\" EACH WAY",
    "1\" CL.",
    "3\"",
    "5\" DIA."
  ],
  "description": "This crop is a construction detail showing the recess formed at a precast beam end where a diaphragm bar terminates, including the 2\" diameter through-hole, 1\" cover dimension, 3\" recess width, and a 5\" diameter recess for the washer/nut assembly. Accompanying notes specify the diaphragm bar material and dimensions (1\" diameter plain steel bar, ASTM A 709 Grade 36, threaded 5\" each end), tightening reference, post-installation coating and epoxy grout fill requirements, and that galvanizing is not required. It documents the diaphragm bar end connection detail for precast beam diaphragms, not the overall beam or diaphragm layout."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent/triangular (peaked shape with 45° chamfered corners)",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Shape shows a peaked/pentagonal bend profile with overall width dimension 1'-7\""
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Only width dimension shown, shape not fully visible in this crop"
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Only width dimension shown, shape not fully visible in this crop"
    },
    {
      "name": "reinforcement bar",
      "tag": "AGM BAR",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Label appears at left margin, no associated detail visible in this crop"
    }
  ],
  "measurements": [
    {
      "label": "leg length",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "350"
    },
    {
      "label": "width",
      "value": "1'-7\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "351"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "450"
    }
  ],
  "notes": [],
  "labels": [
    "AGM BAR",
    "350",
    "351",
    "450"
  ],
  "description": "This crop shows a series of individual reinforcement bar bending detail diagrams, each identified by a numeric bar mark (350, 351, 450) with associated dimensions for bar leg lengths and bend angles. The top detail (350) shows a peaked bar shape with 45° typical corner bends, a 1'-3\" typical leg length, and a 1'-7\" overall width; details 351 and 450 show only width dimensions (1'-0\" and 1'-1\" respectively) with their bar shapes cut off or not rendered in this crop. A partial label 'AGM BAR' appears at the left margin, seemingly unrelated to the visible bar details on the right."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column/Pier (end)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at each end of structure, elevations EL.189.16/189.23 and EL.188.39/188.45"
    },
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "tapered, rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous longitudinal member spanning between end columns, with stepped top elevations"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (in elevation)",
      "material": "reinforced concrete (implied)",
      "count": 6,
      "note": "Vertical members below cap beam, shown with dashed centerlines, spaced at intervals"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-410",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #410, over each pile"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-412",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "2 bars, size #412"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1010",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #1010"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "typical, repeated at multiple locations"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at left end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at right end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "at equal spaces, left and right ends"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at equal spaces, typical each bay"
    }
  ],
  "measurements": [
    {
      "label": "EL.",
      "value": "189.16",
      "unit": "",
      "appliesTo": "left end column top, left side"
    },
    {
      "label": "EL.",
      "value": "189.23",
      "unit": "",
      "appliesTo": "left end column top, right side"
    },
    {
      "label": "EL.",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top near pile 1"
    },
    {
      "label": "EL.",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top near pile 2"
    },
    {
      "label": "EL.",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top near pile 3"
    },
    {
      "label": "EL.",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top near pile 4"
    },
    {
      "label": "EL.",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top near pile 5"
    },
    {
      "label": "EL.",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top near pile 6"
    },
    {
      "label": "EL.",
      "value": "183.75",
      "unit": "",
      "appliesTo": "bottom of cap beam, left end"
    },
    {
      "label": "EL.",
      "value": "182.98",
      "unit": "",
      "appliesTo": "bottom of cap beam, right end"
    },
    {
      "label": "EL.",
      "value": "188.39",
      "unit": "",
      "appliesTo": "right end column top, left side"
    },
    {
      "label": "EL.",
      "value": "188.45",
      "unit": "",
      "appliesTo": "right end column top, right side"
    },
    {
      "label": "Spacing",
      "value": "4-410 OVER EACH PILE",
      "unit": "",
      "appliesTo": "reinforcement over piles"
    },
    {
      "label": "Spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "spacing between reinforcement, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10\", TYP.",
      "unit": "in",
      "appliesTo": "typical spacing"
    },
    {
      "label": "Spacing",
      "value": "7-411 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "reinforcement spacing typical each bay"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost span segment"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "span segment (repeated 5 times)"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost span segment"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total length of structure shown"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "right end reinforcement"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "10\", TYP.",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES"
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a continuous concrete cap beam/bent structure supported by end columns and multiple intermediate piles, spanning approximately 44 feet. It documents the reinforcement bar callouts, pile spacing, and top/bottom elevations at each pile and end column, indicating typical structural detailing for a pier or bent cap in a bridge or culvert foundation system."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, slightly stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width of crop, with stepped top elevations shown along its length"
    },
    {
      "name": "Column/pedestal (end, left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.188.03/EL.188.10; sits at left end of cap"
    },
    {
      "name": "Column/pedestal (end, right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.189.00/EL.EL.189.11 (label appears duplicated as printed); sits at right end of cap"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (dashed, hidden)",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown dashed below cap at regular spacing, aligned with vertical stirrup groups"
    },
    {
      "name": "Vertical reinforcement/stirrup group",
      "tag": "2-415A",
      "shape": "rectangular bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Typical, repeated at each pile location per callout '2-415A, TYP.'"
    },
    {
      "name": "Vertical reinforcement group (left end)",
      "tag": "2-415B",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Vertical reinforcement group (right end)",
      "tag": "2-415C",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Top longitudinal reinforcement bar group",
      "tag": "4-410",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Called out 'OVER EACH PILE'"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "4-1010",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Shown along cap beam, pointing to sloped bottom line"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "2-412",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Located near top of cap beam"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "4-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 2,
      "note": "At each end, labeled '4-411 AT EQ. SPACES'"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "7-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Labeled '7-411 AT EQ. SPS. TYP. EA. BAY', located at center bay"
    },
    {
      "name": "Section cut marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section A-A marked at two locations along elevation"
    },
    {
      "name": "Section cut marker",
      "tag": "B",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section B-B marked at two locations along elevation"
    }
  ],
  "measurements": [
    {
      "label": "Top elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap beam top, left area"
    },
    {
      "label": "Top elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Bottom elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Bottom elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Top elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right end column top"
    },
    {
      "label": "Top elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right end column top (printed as EL. EL. 189.11)"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near left end pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near right end pile"
    },
    {
      "label": "Bay dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay span (repeated 5 times)"
    },
    {
      "label": "Bay dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total cap beam length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES",
    "2-415A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop is an elevation view of a reinforced concrete pile cap or bent cap beam supported on multiple piles, with end columns/pedestals at each end. It shows top-of-cap elevations at several points along its stepped/sloped upper surface, bottom elevations at the ends, pile locations (dashed) beneath the cap, and reinforcement bar callouts (2-412, 4-410, 4-1010, 2-415A/B/C, 4-411, 7-411) along with bay spacing dimensions and an overall length of 44'-1 1/16\". Section cut markers A-A and B-B are indicated at two locations along the beam for reference to corresponding cross sections."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Section B-B (with rebar detail) and in Section at End Bent and Wall (labeled CAP)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": "Corner/top bar in cap cross-section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Top bars shown with hooks into corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "Longitudinal bars in cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Vertical stirrup/tie bars extending down from cap, series designation"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two piles shown below cap in both sections, broken line indicates continuation"
    },
    {
      "name": "Wingwall/wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical wall element connected to cap via zigzag reinforcement pattern"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop the wall"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap"
    },
    {
      "label": "Clear cover",
      "value": "2\" MIN.",
      "unit": "in",
      "appliesTo": "top reinforcement clearance"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "cap depth, MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "TYP. dimension within cap"
    },
    {
      "label": "Side clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "reinforcement clearance"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "left half of cap width, from centerline"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "right half of cap width, from centerline"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Minimum distance",
      "value": "6'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "overall dimension from B.F.P.R. to wall in end bent section"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent section"
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "CAP depth in end bent section"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "B.F.P.R."
  ],
  "description": "This crop shows two related structural sections: Section B-B, a detailed cross-section of a reinforced concrete cap/beam with rebar callouts (411, 2-412, 4-1010, 2-415 series) and clearance dimensions, and Section at End Bent and Wall, showing the same cap element in relation to an adjoining wall with coping, illustrating the connection geometry between an end bent cap and a wingwall/retaining wall. Both sections include piles shown schematically below the cap and are drawn at 3/4\" = 1'-0\" scale."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Reinforced concrete member (rectangular section, possibly pier/column cap)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in section with a narrower rectangular stem/shaft below, on centerline, suggesting a column or pedestal cross-section."
    },
    {
      "name": "Corner/longitudinal reinforcement bar",
      "tag": "410",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located at the four corners of the rectangular section, with diagonal leader lines."
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-412",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Located near top center of section, inside the 4-10 corner bars."
    },
    {
      "name": "Reinforcement bar (interior/tie)",
      "tag": "4-1010",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located along top of section between corner bars, per leader label."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top)"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top, left half)"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top, right half)"
    },
    {
      "label": "Minimum clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "top cover, labeled 2\" MIN. CL."
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "overall section depth, labeled 2'-0\" MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "vertical spacing between bar rows, labeled 1'-0\" TYP."
    },
    {
      "label": "Clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "side cover, labeled 2\" CL. 3 SIDES"
    },
    {
      "label": "Bottom half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "stem/shaft width (bottom, left half)"
    },
    {
      "label": "Bottom half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "stem/shaft width (bottom, right half)"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "410",
    "2-412",
    "4-1010",
    "aruna sastry"
  ],
  "description": "This crop shows a cross-sectional detail labeled 'SECTION A-A' at 3/4\"=1'-0\" scale, depicting a reinforced concrete rectangular member (likely a pier cap or column head) with a narrower rectangular stem below along the centerline. Reinforcement is called out with bar marks 410 (corner bars), 2-412 (top bars), and 4-1010 (additional top bars), along with cover and spacing dimensions (2\" min. clearance, 2'-0\" min. depth, 1'-0\" typical spacing, 2\" clearance on three sides). The drawing is a detail section documenting reinforcement layout and minimum concrete cover requirements for this structural element."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap / pile cap beam",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width shown, with stepped top elevations along its length"
    },
    {
      "name": "end column/pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical elements at each end of the cap beam, taller than the cap, with top elevations EL.189.16/189.23 (left) and EL.188.39/188.45 (right)"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown below cap beam with dashed centerlines, spaced at 7'-7 1/16\" typical intervals, each with 10\" TYP. dimension at top"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-412",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near center of cap beam"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Labeled TYP., appears at multiple pile locations"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At left end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415C",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At right end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-410",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-410 OVER EACH PILE'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-411 AT EQ. SPACES' at both left and right ends"
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '7-411 AT EQ. SPS. TYP. EA. BAY' at center bay"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1010",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near second pile from left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.16",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "189.23",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top, near left"
    },
    {
      "label": "Elevation",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top, center"
    },
    {
      "label": "Elevation",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top, near right"
    },
    {
      "label": "Elevation",
      "value": "183.75",
      "unit": "",
      "appliesTo": "cap beam bottom/left end"
    },
    {
      "label": "Elevation",
      "value": "182.98",
      "unit": "",
      "appliesTo": "cap beam bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Horizontal spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "left end to first pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile spacing, repeated 5 times"
    },
    {
      "label": "Horizontal spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "last pile to right end"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Pile top offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile top dimension, typical"
    },
    {
      "label": "Bar count over pile",
      "value": "4-410",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "Bar count at ends",
      "value": "4-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, both ends"
    },
    {
      "label": "Bar count center bay",
      "value": "7-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, typical each bay"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a bent/pile cap beam supported on six piles, flanked by two taller end columns. The drawing records top-of-cap and column elevations at multiple points along the beam, pile spacing dimensions (7'-7 1/16\" typical, with end offsets of 2'-10 1/8\" and 3'-3 5/8\", totaling 44'-1 1/16\"), and reinforcing bar callouts (2-412, 2-415A/B/C, 4-410, 4-411, 7-411, 4-1010) for the cap beam and pile-cap connections. Section cut markers A and B are indicated at two locations along the cap."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap / pile cap",
      "tag": "",
      "shape": "rectangular, haunched/stepped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap beam spanning between end columns, top elevation steps down then up across its length, supported on piles"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap, with top elevations EL.188.03/188.10 (left) and EL.189.00/189.11 (right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Piles shown with dashed centerlines extending below cap at regular spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out near top of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Called out within cap body"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Typical, repeated along cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, appears at both ends of cap (4-411 AT EQ. SPACES)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "7-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, typical each bay, center of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-410",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Over each pile"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap top, near left"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap top, near right"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap bottom/left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, left"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, right"
    },
    {
      "label": "Horizontal dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent/pile cap supported on six piles and terminating in a column/pedestal at each end, with the top of the cap stepped/sloped and a series of spot elevations called out along its length. Reinforcement is identified by bar marks (2-412, 4-1010, 2-415A/B/C, 4-411, 7-411, 4-410) with spacing and quantity notes, and horizontal bay dimensions plus an overall length of 44'-1 1/16\" are given along the bottom. Section cut markers A and B are shown at two locations along the cap, indicating cross sections are referenced elsewhere."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in cross section (Section B-B) and in relation view (Section at End Bent and Wall), labeled 'CAP'"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Corner/outer bars in cap section, shown at four corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Top bars in cap section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Bars shown in middle of cap section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Vertical bars extending down from cap, likely pile/column dowels"
    },
    {
      "name": "Pile or column",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two circular bars/piles shown below cap in Section B-B and as vertical supports in end bent section"
    },
    {
      "name": "Wingwall / retaining wall",
      "tag": "",
      "shape": "rectangular, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Wall shown at right side of end bent section, with coping cap on top"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop wall, labeled COPING"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Clear cover top",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Cap height (min)",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Bar spacing typical",
      "value": "1'-0\" TYP.",
      "unit": "ft-in",
      "appliesTo": "Cap reinforcement, Section B-B"
    },
    {
      "label": "Clear cover 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Cap reinforcement, Section B-B"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, left half"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, right half"
    },
    {
      "label": "Overall min width",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Cap, Section at End Bent and Wall"
    },
    {
      "label": "Cap height min",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Cap, Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "B.F.P.R.",
    "6'-0\" MIN.",
    "2'-0\" MIN."
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "B.F.P.R."
  ],
  "description": "This crop shows two structural cross-section details: 'Section B-B' depicting the reinforcing steel arrangement inside a bent cap (rectangular concrete section with corner bars, top bars, and dowel bars extending downward to circular pile/column elements), and 'Section at End Bent and Wall' showing the relationship between the cap, its downward dowels, and an adjacent wingwall with a coping cap, including minimum clearance and width dimensions. These details document reinforcement layout and geometric clearances for a bridge end bent cap and its connection to a wingwall."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete column/pedestal (rectangular capital)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Outer rectangular section shown, appears to be a footing/cap or column head with reduced-width stem below"
    },
    {
      "name": "column/pier stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Narrower rectangular element extending below the main section, shown in dashed/break line indicating continuation"
    },
    {
      "name": "corner reinforcement bar",
      "tag": "410",
      "shape": "bent bar, diagonal corner bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Shown at each of the four corners with arrows indicating placement"
    },
    {
      "name": "top reinforcement bar (pair)",
      "tag": "2-412",
      "shape": "straight bar",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Located near top of section, inboard of corner bars"
    },
    {
      "name": "horizontal/tie reinforcement bar",
      "tag": "4-1010",
      "shape": "straight bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located along right side, spaced at 1'-0\" typical"
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "bottom half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "bottom half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "minimum clear cover (top)",
      "value": "2",
      "unit": "in",
      "appliesTo": "top reinforcement"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A, min depth"
    },
    {
      "label": "typical bar spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "4-1010 bars, typical spacing"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2",
      "unit": "in",
      "appliesTo": "reinforcement, 3 sides"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "labels": [
    "SECTION A-A",
    "410",
    "2-412",
    "4-1010",
    "aruna sastry"
  ],
  "description": "This crop shows a single reinforced concrete cross section labeled 'SECTION A-A', likely of a pier, column capital, or pedestal, with reinforcement bar callouts (410, 2-412, 4-1010) and clear cover/dimension notes. The section depicts an outer rectangular concrete profile with a narrower stem continuing below (broken line implying it continues past the crop), overall width 3'-0\" and minimum depth 2'-0\". No plan, elevation, or broader structural context is included in this crop, so the full extent of the member (pier, footing, or column) cannot be determined."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2",
      "shape": "rectangular, slightly tapered top",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left bent cap shown in full elevation; right bent cap shown partially cropped at right edge of sheet"
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 1 labeled with section cut C"
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 2 shown; additional partial column visible on right side of crop"
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular/square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under left bent, another partially under right bent"
    },
    {
      "name": "pile",
      "tag": "HP12X53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in pile connection detail and general notes; not directly drawn in elevation view"
    },
    {
      "name": "reinforcement bar",
      "tag": "620/621",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical column bars, various spacing callouts (14-620 AT 6\" MAX, 9-620 AT 12\" MAX, 7-620 AT 12\" MAX, etc.)"
    },
    {
      "name": "reinforcement bar",
      "tag": "521/522",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Cap top/bottom bars (12-521, 25-521, 14-522 DBL)"
    },
    {
      "name": "reinforcement bar",
      "tag": "1121/1121A/1120 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Column longitudinal/tie bars; note 3 states extend bars 1121A 3'-6\" into cap"
    },
    {
      "name": "reinforcement bar",
      "tag": "420/920",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Footing bars, 12-420 AT EQ.SPS. and 16-920 AT EQ.SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "422",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Bar 422 not shown per note 2"
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical coupler location noted, see Special Provision 511"
    },
    {
      "name": "pile connection detail",
      "tag": "",
      "shape": "H-section pile with #8 bar hoops",
      "material": "structural steel / reinforced steel",
      "count": 1,
      "note": "Detail showing H-pile with 2\" diameter holes, #8 bar bent at 30°, no scale"
    }
  ],
  "measurements": [
    {
      "label": "Bent cap top elevation",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Cap length",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap top reinforcement spacing"
    },
    {
      "label": "Bar spacing",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Bar spacing",
      "value": "2-520",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap, MIN"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Column tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "column ties, 12-521"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "14-522 DBL bars"
    },
    {
      "label": "Bar spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap bottom bars"
    },
    {
      "label": "Length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap span between columns"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end overhang, both sides"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge clearance"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bar spacing offset"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bar spacing"
    },
    {
      "label": "Column height dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column upper segment"
    },
    {
      "label": "Column height dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top segment"
    },
    {
      "label": "Column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column mid segment, Column 2"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location (second)"
    },
    {
      "label": "Footing elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "footing top, TYP."
    },
    {
      "label": "Footing bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "footing, CL. TYP."
    },
    {
      "label": "Footing size",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing, SQUARE TYP."
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing, TYP."
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "footing edge TYP."
    },
    {
      "label": "Footing bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "Column 1/2"
    },
    {
      "label": "Column bar series",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Right bent cap elevation",
      "value": "186.42",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (BK)"
    },
    {
      "label": "Right bent cap elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (AH)"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.84",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.68",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "right bent column, 12-521"
    },
    {
      "label": "Right bent dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "right bent cap overhang"
    },
    {
      "label": "Right bent bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "right bent column"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail, both sides"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 bar bend"
    },
    {
      "label": "Pile connection dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "Pile connection dimension",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "Pile connection dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail spacing"
    },
    {
      "label": "Bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 bar"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT., Class AA Concrete"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT., Class AA Concrete"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT., Bar Reinf Steel"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT., Bar Reinf Steel"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "ft",
      "appliesTo": "Bent 2L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "ft",
      "appliesTo": "Bent 2R piles"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE: ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "NOTES:",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "PLAN DRIVING OBJECTIVE",
    "aruna sastry",
    "5/31/2025",
    "11:15:44 AM"
  ],
  "description": "This crop shows an elevation view of Bridge Bent 2 (left looking ahead), including the bent cap, two columns (Column 1 and Column 2), and a square spread footing, fully dimensioned with top-of-cap and bottom-of-cap elevations, reinforcement bar marks and spacing, and construction joint/coupler notes. A partial view of a second bent (right side) is also visible at the right edge of the sheet. The sheet also includes a Pile Connection Detail (H-pile with #8 bar hoop, no scale) and a Substructure Quantities table listing concrete and reinforcing steel quantities for Bent 2 Left and Right, along with pile design/driving criteria notes."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 2 LEFT",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Elevation looking ahead; second partial bent cap (Bent 2 Right area) visible at far right edge of crop"
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under Column 1 with reinforcement 16-920 bars; adjacent footing shown partially with construction joint dimensions"
    },
    {
      "name": "Pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 steel H-piles, shown in Pile Connection Detail"
    },
    {
      "name": "Pile connection detail bar",
      "tag": "#8 BAR",
      "shape": "angled bar with holes",
      "material": "steel",
      "count": null,
      "note": "Detail showing 15° angle bars into pile with 2\" diameter holes"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "1122",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1122 bars called out"
    },
    {
      "name": "Reinforcement bar - cap top",
      "tag": "520",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "2-520 bars called out"
    },
    {
      "name": "Reinforcement bar - cap bottom",
      "tag": "1123",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "8-1123 bars called out"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "521",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-521 and 25-521 spacing groups shown"
    },
    {
      "name": "Reinforcement bar - stirrups",
      "tag": "522",
      "shape": "bar/stirrup",
      "material": "reinforcing steel",
      "count": null,
      "note": "14-522 DBL groups shown at 5\" spacing"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1121 / 1121A series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1121 SERIES; extend 1121A bars 3'-6\" into cap per note 3"
    },
    {
      "name": "Reinforcement bar - column vertical",
      "tag": "1120 series",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "12-1120 SERIES"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "620",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-620, 9-620, 7-620 at varying spacing"
    },
    {
      "name": "Reinforcement bar - column ties",
      "tag": "621",
      "shape": "bar/tie",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple groups: 14-621, 9-621, 7-621 at varying spacing"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "420",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "12-420 AT EQ. SPS., noted as bars 422 not shown"
    },
    {
      "name": "Reinforcement bar - footing",
      "tag": "920",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": "16-920 AT EQ. SPS. in two directions"
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Per Special Provision 511, located at column"
    }
  ],
  "measurements": [
    {
      "label": "Span between column centers",
      "value": "44-421",
      "unit": "",
      "appliesTo": "cap top bar spacing note, AT EQ. SPS."
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (AH)",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation top of cap (BK)",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "Bent 2 Left cap"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 1"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap soffit near Column 2"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap soffit"
    },
    {
      "label": "Elevation bottom of cap",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap soffit right end"
    },
    {
      "label": "Minimum cap edge depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap end, MIN."
    },
    {
      "label": "Bar count/spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Bar count/spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top region"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column region"
    },
    {
      "label": "Bar count/spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "cap stirrups 521"
    },
    {
      "label": "Bar count",
      "value": "12-521",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "cap edge spacing"
    },
    {
      "label": "Bar count/spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "cap stirrups 522"
    },
    {
      "label": "Bar count",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "cap stirrups"
    },
    {
      "label": "Dimension",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap mid-span stirrups"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap mid-span length"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end segment length"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "cap end offset"
    },
    {
      "label": "Dimension",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties"
    },
    {
      "label": "Dimension",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "column ties lower"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler spacing"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column height segment"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "lower column segment"
    },
    {
      "label": "Bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Bar count",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "column vertical reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "3\"",
      "unit": "CL., TYP.",
      "appliesTo": "footing reinforcement cover"
    },
    {
      "label": "Elevation footing bottom",
      "value": "151.00",
      "unit": "ft, TYP.",
      "appliesTo": "footing"
    },
    {
      "label": "Bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing reinforcement, two directions"
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "TYP.",
      "appliesTo": "construction joint region"
    },
    {
      "label": "Dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "cover/spacing detail"
    },
    {
      "label": "Dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "footing detail"
    },
    {
      "label": "Dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "footing plan dimension"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "DIAMETER",
      "appliesTo": "H-pile connection holes"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile Connection Detail"
    },
    {
      "label": "Minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 Bar detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Pile Connection Detail spacing"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles, minimum after driving"
    },
    {
      "label": "Minimum tip elevation Bent 2L",
      "value": "119",
      "unit": "ft",
      "appliesTo": "piles at Bent 2L"
    },
    {
      "label": "Minimum tip elevation Bent 2R",
      "value": "118",
      "unit": "ft",
      "appliesTo": "piles at Bent 2R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "Bent 2 RT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "Bent 2 LT"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "Bent 2 RT"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "NOTES:",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "PLAN DRIVING OBJECTIVE",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "COLUMN 1",
    "COLUMN 2"
  ],
  "description": "This crop shows an elevation view of Bent 2 Left (with a partial view of an adjacent bent, likely Bent 2 Right, at the far right edge) for a bridge substructure, looking ahead. It details the bent cap with top-of-cap and bottom-of-cap elevations, two columns with their vertical and tie reinforcement, a spread footing with reinforcement layout and construction joint details, plus a separate H-pile connection detail and a substructure quantities table listing concrete and reinforcing steel totals for Bent 2 Left and Right, along with pile driving criteria notes."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap / pier cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section through cap at bearing locations, showing reinforcement layout"
    },
    {
      "name": "Reinforcement bar (top longitudinal)",
      "tag": "2-520 OR 2-530",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Top bars, alternate mark options"
    },
    {
      "name": "Reinforcement bar (top transverse/stirrup)",
      "tag": "8-1121 OR 8-1131",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Shown with hook/arrow at top of cap"
    },
    {
      "name": "Reinforcement bar (face/vertical ties)",
      "tag": "44-421 OR 44-431",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 44,
      "note": "Distributed along face"
    },
    {
      "name": "Reinforcement bar (each face vertical)",
      "tag": "5-422 OR 5-432",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Labeled 'EACH FACE'"
    },
    {
      "name": "Reinforcement bar (face, 2\" clear 3 sides)",
      "tag": "521 OR 531",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Perimeter bar with 2\" clearance on 3 sides"
    },
    {
      "name": "Reinforcement bar (bottom transverse/stirrup)",
      "tag": "8-1123 OR 8-1133",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Bottom bars, hatched region indicates bottom face of cap"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap section (left of CL BENT)"
    },
    {
      "label": "Half width to centerline bent",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap section (right of CL BENT)"
    },
    {
      "label": "Distance from edge to bearing centerline",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "left bearing offset"
    },
    {
      "label": "Bearing spacing segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "left of centerline"
    },
    {
      "label": "Bearing spacing segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "right of centerline"
    },
    {
      "label": "Distance from edge to bearing centerline",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "right bearing offset"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\"",
      "unit": "MIN.",
      "appliesTo": "bent cap section depth"
    },
    {
      "label": "Bottom clear zone height",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bottom portion of cap section"
    },
    {
      "label": "Clear cover",
      "value": "2",
      "unit": "in (MIN. CL., TYP.)",
      "appliesTo": "top cover"
    },
    {
      "label": "Clear cover",
      "value": "2",
      "unit": "in (CL., 3 SIDES)",
      "appliesTo": "side/bottom cover of bar 521 or 531"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "EACH FACE"
  ],
  "labels": [
    "SECTION A-A",
    "C BRNG.",
    "C BENT"
  ],
  "description": "This crop is a cross section (Section A-A) through a bent/pier cap, showing overall width and depth dimensions, bearing centerline locations, and detailed reinforcement bar callouts for top, bottom, face, and stirrup bars with alternate mark options (e.g., 521 or 531). It documents the concrete cap's reinforcing steel arrangement and required concrete cover for a bridge substructure element."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "510A",
      "shape": "straight bar, vertical layout",
      "material": "reinforced concrete (rebar)",
      "count": 5,
      "note": "Spaced across left portion of grid, top of slab/panel layout"
    },
    {
      "name": "reinforcement bar",
      "tag": "510B",
      "shape": "straight bar, vertical layout",
      "material": "reinforced concrete (rebar)",
      "count": 4,
      "note": "Spaced across right portion of grid"
    },
    {
      "name": "reinforcement bar",
      "tag": "413A",
      "shape": "straight bar, horizontal layout",
      "material": "reinforced concrete (rebar)",
      "count": 5,
      "note": "Upper horizontal band of grid"
    },
    {
      "name": "reinforcement bar",
      "tag": "413B",
      "shape": "straight bar, horizontal layout",
      "material": "reinforced concrete (rebar)",
      "count": 3,
      "note": "Lower horizontal band of grid, partial width (stepped cutout on left)"
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "5'-4 3/4",
      "unit": "ft-in",
      "appliesTo": "Detail 2 grid, between section marks B and C"
    },
    {
      "label": "bar group width",
      "value": "5-510A",
      "unit": "",
      "appliesTo": "510A bar spacing group, left side"
    },
    {
      "label": "bar group width",
      "value": "4-510B",
      "unit": "",
      "appliesTo": "510B bar spacing group, right side"
    },
    {
      "label": "bar group height",
      "value": "5-413A",
      "unit": "",
      "appliesTo": "413A bar spacing group, upper"
    },
    {
      "label": "bar group height",
      "value": "3-413B",
      "unit": "",
      "appliesTo": "413B bar spacing group, lower"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows a reinforcement layout grid labeled 'DETAIL 2', bounded by section cut marks B and C, depicting the placement of bar marks 510A, 510B (vertical bars) and 413A, 413B (horizontal bars) within a slightly tapered rectangular panel, likely a slab or wingwall reinforcement detail. Dimensions given define the overall width and the spacing groupings for each bar mark, with a stepped cutout in the lower left portion of the grid indicating a reduced reinforcement zone or opening."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete member (pile/column section)",
      "tag": "SECTION B-B",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-0\" wide section with vertical reinforcement bars 413A (5 each face) and dowel/tie bars 510A shown at construction joint"
    },
    {
      "name": "Concrete member (pile/column section)",
      "tag": "SECTION C-C",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-0\" wide section with vertical reinforcement bars 413A (5 each face, upper) and 413B (3 each face, lower), with dowel/tie bars 510B at construction joint"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413A",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 10,
      "note": "5 each face at equal spacing, shown in both sections as vertical bars"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413B",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 6,
      "note": "3 each face at equal spacing, shown in lower portion of Section C-C"
    },
    {
      "name": "Dowel/tie bar",
      "tag": "510A",
      "shape": "bent bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "shown at horizontal joint in Section B-B, connecting upper and lower bar groups"
    },
    {
      "name": "Dowel/tie bar",
      "tag": "510B",
      "shape": "bent bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "shown at horizontal joint in Section C-C, connecting 413A and 413B bar groups"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION B-B"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION C-C"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION B-B, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION C-C, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "3-413B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION C-C, lower region"
    }
  ],
  "notes": [
    "5-413A EA. FACE AT EQ. SPS.",
    "3-413B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION B-B",
    "SECTION C-C",
    "1'-0\"",
    "510A",
    "510B"
  ],
  "description": "This crop shows two reinforced concrete cross sections, labeled Section B-B and Section C-C, each 1'-0\" wide, depicting vertical reinforcement bar patterns (413A and 413B) at equal spacing on each face along with dowel bars (510A, 510B) marking a horizontal construction joint. These appear to be sections through a concrete pile, column, or similar structural member showing bar layout above and below a joint."
}

{
  "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": "Section",
  "objects": [
    {
      "name": "Reinforced concrete member (section)",
      "tag": "SECTION E-E",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows vertical bar 540A and rows of 5-443A each face at equal spacing"
    },
    {
      "name": "Reinforced concrete member (section)",
      "tag": "SECTION F-F",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows vertical bar 540B and rows of 5-443A (upper) and 3-443B (lower) each face at equal spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "circular (bar, shown in cross-section as dots)",
      "material": "reinforced steel",
      "count": null,
      "note": "5 bars each face at equal spacing, appears in both sections"
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "circular (bar, shown in cross-section as dots)",
      "material": "reinforced steel",
      "count": null,
      "note": "3 bars each face at equal spacing, appears only in Section F-F"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "vertical bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical bar shown in Section E-E, appears to run along the member"
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "vertical bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical bar shown in Section F-F, appears to run along the member"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION E-E"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION F-F"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION E-E, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F, upper region"
    },
    {
      "label": "Bar count and spacing",
      "value": "3-443B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F, lower region"
    }
  ],
  "notes": [
    "5-443A EA. FACE AT EQ. SPS.",
    "3-443B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION E-E",
    "SECTION F-F",
    "540A",
    "540B"
  ],
  "description": "This crop shows two reinforced concrete cross-sections, labeled Section E-E and Section F-F, likely representing a pier or column at two different elevations or locations. Both sections are 1'-0\" wide and show vertical reinforcement bars (540A/540B) along with horizontal bar layers (443A and 443B) at each face, spaced equally. Section F-F shows an additional lower zone with 3-443B bars, suggesting a change in reinforcement density or bar size along the height of the member."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "column or pier cross section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square 3'-6\" x 3'-6\" concrete member shown in cross section with reinforcing bars and ties"
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "circular (bar cross section)",
      "material": "steel reinforcement",
      "count": 12,
      "note": "12 bars arranged around perimeter, callout '12-1121 OR 1131'"
    },
    {
      "name": "tie/hoop reinforcement",
      "tag": "620 OR 630",
      "shape": "rectangular (perimeter tie)",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Outer perimeter tie enclosing longitudinal bars"
    },
    {
      "name": "diagonal/cross tie reinforcement",
      "tag": "621 OR 631",
      "shape": "diagonal",
      "material": "steel reinforcement",
      "count": null,
      "note": "Diagonal ties connecting corner bars, forming diamond pattern within the section"
    }
  ],
  "measurements": [
    {
      "label": "width",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "column/pier section overall width"
    },
    {
      "label": "depth",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "column/pier section overall depth"
    },
    {
      "label": "clear cover",
      "value": "2",
      "unit": "in",
      "appliesTo": "all sides, reinforcement cover"
    },
    {
      "label": "bar count",
      "value": "12",
      "unit": "",
      "appliesTo": "1121 OR 1131 bars"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES"
  ],
  "labels": [
    "SECTION C-C",
    "12-1121 OR 1131",
    "620 OR 630",
    "621 OR 631",
    "aruna sastry"
  ],
  "description": "This crop shows a cross section (labeled SECTION C-C) of a square reinforced concrete member, 3'-6\" by 3'-6\", likely a column or pier shaft. It details the arrangement of 12 longitudinal reinforcing bars (tagged 1121 or 1131), an outer perimeter tie (620 or 630), diagonal cross ties (621 or 631), and specifies 2 inch clear cover on all sides."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Bent cap (with corbel/notch at bearing)",
      "tag": "",
      "shape": "rectangular with stepped notch",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section cut showing cap width, depth, and reinforcement layout"
    },
    {
      "name": "Longitudinal reinforcement bar (top, hooked)",
      "tag": "2-520 OR 2-530",
      "shape": "hooked bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Top bars at notch/corbel area"
    },
    {
      "name": "Reinforcement bar (top layer, hooked)",
      "tag": "8-1121 OR 8-1131",
      "shape": "hooked bar",
      "material": "reinforced steel",
      "count": 8,
      "note": "Top face bars"
    },
    {
      "name": "Stirrup / tie bar",
      "tag": "44-421 OR 44-431",
      "shape": "closed loop",
      "material": "reinforced steel",
      "count": 44,
      "note": "Vertical face ties, 2\" clear 3 sides"
    },
    {
      "name": "Vertical face bar, each face",
      "tag": "5-422 OR 5-432",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 5,
      "note": "Each face, spaced per 9\" dimension shown"
    },
    {
      "name": "Longitudinal side bar",
      "tag": "521 OR 531",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Runs along side face, 2\" clear 3 sides"
    },
    {
      "name": "Bottom reinforcement bar (hooked)",
      "tag": "8-1123 OR 8-1133",
      "shape": "hooked bar",
      "material": "reinforced steel",
      "count": 8,
      "note": "Bottom face bars"
    }
  ],
  "measurements": [
    {
      "label": "Overall top width",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Half width to bent centerline",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Half width to bent centerline (other side)",
      "value": "2'-1 1/2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Outer segment width",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "bent cap section, left"
    },
    {
      "label": "Inner segment width",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section, left"
    },
    {
      "label": "Inner segment width",
      "value": "1'-2\"",
      "unit": "ft-in",
      "appliesTo": "bent cap section, right"
    },
    {
      "label": "Outer segment width",
      "value": "11 1/2\"",
      "unit": "in",
      "appliesTo": "bent cap section, right"
    },
    {
      "label": "Overall cap depth (minimum)",
      "value": "4'-0\"",
      "unit": "ft",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Bottom segment height",
      "value": "9\"",
      "unit": "in",
      "appliesTo": "bent cap section"
    },
    {
      "label": "Clear cover, typical",
      "value": "2",
      "unit": "in",
      "appliesTo": "top of cap"
    },
    {
      "label": "Clear cover, 3 sides",
      "value": "2",
      "unit": "in",
      "appliesTo": "bar 521 OR 531"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "C BENT",
    "C BRNG.",
    "2-520 OR 2-530",
    "8-1121 OR 8-1131",
    "44-421 OR 44-431",
    "5-432 OR 5-422 EACH FACE",
    "521 OR 531",
    "8-1123 OR 8-1133"
  ],
  "description": "This crop is a cross section (Section A-A) through a bridge bent cap, showing overall width and depth dimensions, bearing centerline locations, and detailed reinforcement layout including top hooked bars, stirrups/ties, face bars, side longitudinal bars, and bottom hooked bars. Bar mark options are given as dual designations (e.g., 521 OR 531), suggesting this detail applies to more than one bent cap type or size in the drawing set."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Reinforcement bar group",
      "tag": "510A",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 5,
      "note": "Top horizontal spacing group, 5 bars labeled 5-510A"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "510B",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 4,
      "note": "Top horizontal spacing group, 4 bars labeled 4-510B"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "413A",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 5,
      "note": "Vertical spacing group, 5 bars labeled 5-413A"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "413B",
      "shape": "straight, grid-arranged",
      "material": "reinforced steel (rebar)",
      "count": 3,
      "note": "Vertical spacing group, 3 bars labeled 3-413B, appears within a stepped/offset sub-region of the grid"
    },
    {
      "name": "Reference line B",
      "tag": "B",
      "shape": "linear reference/gridline",
      "material": "",
      "count": 1,
      "note": "Vertical reference line with arrow marker, labeled B at top and bottom"
    },
    {
      "name": "Reference line C",
      "tag": "C",
      "shape": "linear reference/gridline",
      "material": "",
      "count": 1,
      "note": "Vertical reference line with arrow marker, labeled C at top and bottom"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "5'-4 3/4",
      "unit": "ft-in",
      "appliesTo": "overall grid/panel width"
    },
    {
      "label": "Spacing group",
      "value": "5-510A",
      "unit": "",
      "appliesTo": "510A bar group, horizontal span left portion"
    },
    {
      "label": "Spacing group",
      "value": "4-510B",
      "unit": "",
      "appliesTo": "510B bar group, horizontal span right portion"
    },
    {
      "label": "Spacing group",
      "value": "5-413A",
      "unit": "",
      "appliesTo": "413A bar group, vertical span upper portion"
    },
    {
      "label": "Spacing group",
      "value": "3-413B",
      "unit": "",
      "appliesTo": "413B bar group, vertical span lower portion"
    }
  ],
  "notes": [],
  "labels": [
    "DETAIL 2",
    "B",
    "C"
  ],
  "description": "This crop shows a rebar layout detail (labeled DETAIL 2) depicting a grid of reinforcement bars within a slightly tapered rectangular panel, with reference lines B and C marking column locations. Horizontal bar groups are tagged 510A and 510B, and vertical bar groups are tagged 413A and 413B, each with a count and overall dimension shown. This appears to be a partial reinforcement placement detail, likely for a slab, wall, or similar concrete element, showing bar spacing and grouping but without full context of the larger structure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Reinforced concrete member (section B-B)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing width of 1'-0\" with two rows of bars each face; bar mark 510A shown at the boundary where reinforcement pattern changes"
    },
    {
      "name": "Reinforced concrete member (section C-C)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing width of 1'-0\" with two rows of bars each face; bar mark 510B shown at the boundary where reinforcement pattern changes"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413A",
      "shape": "circular (bar, shown in cross section as dot)",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "5-413A EA. FACE AT EQ. SPS. shown in both sections, upper zone"
    },
    {
      "name": "Reinforcing bar",
      "tag": "413B",
      "shape": "circular (bar, shown in cross section as dot)",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "3-413B EA. FACE AT EQ. SPS. shown in section C-C, lower zone"
    },
    {
      "name": "Reinforcing bar / tie",
      "tag": "510A",
      "shape": "",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "Located at the horizontal division line in section B-B"
    },
    {
      "name": "Reinforcing bar / tie",
      "tag": "510B",
      "shape": "",
      "material": "reinforced concrete reinforcement",
      "count": null,
      "note": "Located at the horizontal division line in section C-C"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B member"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section C-C member"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Section B-B, upper zone"
    },
    {
      "label": "Bar count and spacing",
      "value": "5-413A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Section C-C, upper zone"
    },
    {
      "label": "Bar count and spacing",
      "value": "3-413B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Section C-C, lower zone"
    }
  ],
  "notes": [
    "5-413A EA. FACE AT EQ. SPS.",
    "3-413B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION B-B",
    "SECTION C-C",
    "510A",
    "510B"
  ],
  "description": "This crop shows two reinforced concrete cross sections, labeled Section B-B and Section C-C, each 1'-0\" wide, depicting vertical bar arrangements with dots representing bar positions in each face. Section B-B shows a single reinforcement zone with 5-413A bars each face at equal spacing, transitioning at a mark 510A. Section C-C shows two zones: an upper zone with 5-413A bars each face at equal spacing (bar 510B at the transition) and a lower zone with 3-413B bars each face at equal spacing, likely representing a pier, column, or wall cross section at two different elevations."
}

{
  "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": "Section",
  "objects": [
    {
      "name": "Concrete member (wall/pier section)",
      "tag": "SECTION E-E",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing two rows of reinforcement bars each face, with bar mark 540A shown at lower portion where bar layout changes."
    },
    {
      "name": "Concrete member (wall/pier section)",
      "tag": "SECTION F-F",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cross section showing two rows of reinforcement bars each face; upper zone bar 5-443A, lower zone transitions to bar 540B and 3-443B."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443A",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "5 bars each face at equal spacing, appears in both Section E-E and F-F upper zones."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540A",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "Called out at lower zone of Section E-E."
    },
    {
      "name": "Reinforcement bar",
      "tag": "540B",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "Called out at lower zone of Section F-F."
    },
    {
      "name": "Reinforcement bar",
      "tag": "443B",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": null,
      "note": "3 bars each face at equal spacing, lower zone of Section F-F."
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION E-E"
    },
    {
      "label": "Width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "SECTION F-F"
    },
    {
      "label": "Bar count/spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION E-E upper zone"
    },
    {
      "label": "Bar count/spacing",
      "value": "5-443A EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F upper zone"
    },
    {
      "label": "Bar count/spacing",
      "value": "3-443B EA. FACE AT EQ. SPS.",
      "unit": "",
      "appliesTo": "SECTION F-F lower zone"
    }
  ],
  "notes": [
    "5-443A EA. FACE AT EQ. SPS.",
    "3-443B EA. FACE AT EQ. SPS."
  ],
  "labels": [
    "SECTION E-E",
    "SECTION F-F"
  ],
  "description": "This crop shows two reinforced concrete cross sections labeled SECTION E-E and SECTION F-F, each 1'-0\" wide, depicting vertical bar layouts with two rows of dots representing reinforcement each face. Both sections show 5-443A bars at equal spacing in the upper portion; Section E-E transitions to bar mark 540A at its lower portion, while Section F-F transitions to bar mark 540B and then 3-443B bars at equal spacing in its lower portion. This appears to be a reinforcement detail for a concrete pier, wall, or similar structural element, likely part of a larger reinforcing steel schedule sheet."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Column/pier cross-section",
      "tag": "SECTION C-C",
      "shape": "square with circular reinforcement layout",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Square concrete member 3'-6\" x 3'-6\" with circular arrangement of longitudinal bars"
    },
    {
      "name": "Longitudinal reinforcement bars",
      "tag": "1121 OR 1131",
      "shape": "circular (bar cross-section)",
      "material": "reinforcing steel",
      "count": 12,
      "note": "12 bars arranged in circular pattern, per callout '12-1121 OR 1131'"
    },
    {
      "name": "Tie/spiral reinforcement",
      "tag": "620 OR 630",
      "shape": "circular hoop",
      "material": "reinforcing steel",
      "count": null,
      "note": "Outer circular tie following inside face of square section"
    },
    {
      "name": "Tie/spiral reinforcement (diagonal)",
      "tag": "621 OR 631",
      "shape": "diagonal/diamond pattern ties",
      "material": "reinforcing steel",
      "count": null,
      "note": "Diagonal ties connecting bars, alternate designation to 620/630 series"
    }
  ],
  "measurements": [
    {
      "label": "Width",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "SECTION C-C outer dimension (horizontal)"
    },
    {
      "label": "Height",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "SECTION C-C outer dimension (vertical)"
    },
    {
      "label": "Clear cover",
      "value": "2",
      "unit": "in",
      "appliesTo": "all sides, reinforcement cover"
    },
    {
      "label": "Bar count",
      "value": "12",
      "unit": "",
      "appliesTo": "1121 OR 1131 bars"
    }
  ],
  "notes": [
    "2\" CL. ALL SIDES",
    "12-1121 OR 1131",
    "620 OR 630",
    "621 OR 631"
  ],
  "labels": [
    "SECTION C-C",
    "aruna sastry"
  ],
  "description": "This crop shows a cross-section (SECTION C-C) of a square reinforced concrete member measuring 3'-6\" by 3'-6\", with 12 longitudinal reinforcing bars (marked 1121 or 1131) arranged in a circular pattern near the perimeter, tied together by hoop/diagonal reinforcement designated 620/630 and 621/631. A 2-inch clear cover is called out on all sides. The name 'aruna sastry' appears in the lower left, likely a drafter/reviewer signature."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column/Pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at left and right, taller than intermediate piles, top elevations given (EL.189.42/189.50 left, EL.188.67/188.71 right)"
    },
    {
      "name": "Pile/Column (intermediate)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 5,
      "note": "Vertical supports spaced along the cap beam, each with centerline dashed marker"
    },
    {
      "name": "Cap beam / Bent cap",
      "tag": "",
      "shape": "tapered/stepped top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous horizontal member spanning between end columns, top elevation varies along length (steps down from left to right)"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located at left end near EL.184.04"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located near second support from left"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located near mid-span, above EL.185.80 area"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445A",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "TYP., located near right-center support"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Located at right end near EL.183.25"
    },
    {
      "name": "Reinforcement bar group (transverse ties)",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At equal spaces, at both left and right ends"
    },
    {
      "name": "Reinforcement bar group (transverse ties)",
      "tag": "7-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "At equal spaces, typical each bay, located centrally"
    },
    {
      "name": "Reinforcement bar callout",
      "tag": "4-440",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Over each pile, spacing dimension shown at top"
    }
  ],
  "measurements": [
    {
      "label": "Elevation top left column outer",
      "value": "189.42",
      "unit": "",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation top left column inner",
      "value": "189.50",
      "unit": "",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation cap beam near left",
      "value": "186.04",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam",
      "value": "185.93",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam mid-left",
      "value": "185.80",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam mid-right",
      "value": "185.67",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam right-center",
      "value": "185.53",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap beam near right",
      "value": "185.37",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation bottom left column",
      "value": "184.04",
      "unit": "",
      "appliesTo": "left column base"
    },
    {
      "label": "Elevation bottom right end",
      "value": "183.25",
      "unit": "",
      "appliesTo": "right end of cap beam"
    },
    {
      "label": "Elevation top right column outer",
      "value": "188.67",
      "unit": "",
      "appliesTo": "right column"
    },
    {
      "label": "Elevation top right column inner",
      "value": "188.71",
      "unit": "",
      "appliesTo": "right column"
    },
    {
      "label": "Spacing over each pile",
      "value": "4-440",
      "unit": "",
      "appliesTo": "reinforcement spacing callout"
    },
    {
      "label": "Support spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/column spacing, multiple locations"
    },
    {
      "label": "End span dimension",
      "value": "2'-10 1/8",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16",
      "unit": "ft-in",
      "appliesTo": "repeated bay spacing (5 times shown)"
    },
    {
      "label": "End span dimension",
      "value": "3'-3 5/8",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16",
      "unit": "ft-in",
      "appliesTo": "total elevation length"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation view of a bent/cap beam structure supported by two taller end columns and five intermediate columns or piles, with a continuous cap beam spanning between them. Top-of-beam and column elevations are annotated at multiple points along the length, and reinforcement bar callouts (e.g., 2-445B, 4-1040, 2-442, 2-445A, 2-445C, 4-441, 7-441, 4-440) indicate rebar groups and spacing within the cap beam and at pile locations. Horizontal dimensions define bay spacing (mostly 7'-7 1/16\") and total length (44'-1 1/16\"), consistent with a bridge bent or pile cap elevation drawing."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap spanning between end columns, with stepped top elevations shown; section cuts A-A and B-B taken through it"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at left and right supporting the cap beam, elevations given at top (EL. 188.39/188.45 and EL. 189.36/189.44)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (shown in section as vertical hatched element)",
      "material": "reinforced concrete",
      "count": 5,
      "note": "Piles shown beneath cap at regular spacing, with dashed vertical centerlines; each pile has ties marked 4-440"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Longitudinal bar callout near second pile from left"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar callout near middle of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445A",
      "shape": "straight bar, typical",
      "material": "reinforced concrete",
      "count": null,
      "note": "Typical bar in cap, repeated along length"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445B",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar at left end of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445C",
      "shape": "straight bar",
      "material": "reinforced concrete",
      "count": null,
      "note": "Bar at right end of cap"
    },
    {
      "name": "Tie/stirrup bar",
      "tag": "4-441",
      "shape": "closed tie, equally spaced",
      "material": "reinforced concrete",
      "count": null,
      "note": "At equal spaces at each end of cap (left and right ends)"
    },
    {
      "name": "Tie/stirrup bar",
      "tag": "7-441",
      "shape": "closed tie, equally spaced",
      "material": "reinforced concrete",
      "count": null,
      "note": "Typical each bay, equal spaces, at middle bay"
    },
    {
      "name": "Tie bar over pile",
      "tag": "4-440",
      "shape": "closed tie",
      "material": "reinforced concrete",
      "count": null,
      "note": "Over each pile, per callout"
    }
  ],
  "measurements": [
    {
      "label": "Elevation top left column outer",
      "value": "188.39",
      "unit": "ft",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation top left column inner",
      "value": "188.45",
      "unit": "ft",
      "appliesTo": "left column"
    },
    {
      "label": "Elevation cap top at left",
      "value": "185.12",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.32",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.49",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.66",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.82",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap top",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap bottom at left",
      "value": "182.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation cap bottom at right",
      "value": "183.96",
      "unit": "ft",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation top right column outer",
      "value": "189.44",
      "unit": "ft",
      "appliesTo": "right column"
    },
    {
      "label": "Elevation top right column inner",
      "value": "189.36",
      "unit": "ft",
      "appliesTo": "right column"
    },
    {
      "label": "Pile spacing dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing (leftmost)"
    },
    {
      "label": "Pile spacing dimension typical",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing dimension typical",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "pile spacing"
    },
    {
      "label": "Pile spacing dimension",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing (rightmost)"
    },
    {
      "label": "Horizontal span dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal span dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated 5 times)"
    },
    {
      "label": "Horizontal span dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length dimension",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop shows an elevation view of a reinforced concrete bent/pile cap structure with end columns, spanning approximately 44 feet, supported on five intermediate piles plus two end columns. Elevations are called out along the top and bottom of the cap at multiple points, and reinforcement bar callouts (441, 442, 445A/B/C, 1040) along with tie spacing over piles and at equal spaces define the reinforcing layout. Section cut markers A-A and B-B indicate where corresponding cross sections are taken through the cap."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in both Section B-B (cross section of cap reinforcement) and Section at End Bent and Wall (cap in elevation/side view)"
    },
    {
      "name": "Longitudinal reinforcement bar",
      "tag": "441",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Corner bars in cap section, quantity not stated for this mark alone"
    },
    {
      "name": "Reinforcement bar (top)",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Top bars in cap"
    },
    {
      "name": "Reinforcement bar (stirrup/tie)",
      "tag": "4-1040",
      "shape": "bent/stirrup",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Interior ties shown with hooks"
    },
    {
      "name": "Vertical reinforcement bar",
      "tag": "2-445 SERIES",
      "shape": "straight bar (dowel/column bar)",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Extends down from cap, break line shown indicating continuation"
    },
    {
      "name": "Wingwall / retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in elevation with coping and front face labeled"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Cap element atop wall"
    },
    {
      "name": "Column/pile (support under cap)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown with break line below cap, two per section"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap"
    },
    {
      "label": "Minimum clear cover to top bars",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "cap section, top reinforcement"
    },
    {
      "label": "Minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "cap section"
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "cap section, TYP. dimension"
    },
    {
      "label": "Clear cover 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "cap section bars"
    },
    {
      "label": "Half-width dimension left",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "cap section, left of centerline"
    },
    {
      "label": "Half-width dimension right",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "cap section, right of centerline"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Overall minimum distance",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, from B.F.P.R. to wall"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent/wall section"
    },
    {
      "label": "Minimum cap depth",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent/wall section"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "2'-0\" MIN.",
    "B.F.P.R.",
    "6'-0\" MIN."
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "441",
    "2-442",
    "4-1040",
    "2-445 SERIES"
  ],
  "description": "This crop shows two related concrete detail sections: 'Section B-B', a cross-sectional cut through a bent cap showing reinforcement bar arrangement (corner bars, top bars, ties, and vertical dowels) with clear cover dimensions; and 'Section at End Bent and Wall', an elevation-type section showing the cap in relation to a wingwall/retaining wall structure with coping and front face of wall labeled, along with minimum clearance and offset dimensions. Together they document reinforcement detailing and geometric relationships between an end bent cap and an adjacent wall for a bridge substructure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Cap/Beam section (rectangular concrete member)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Outer rectangular section 3'-0\" wide, 2'-0\" min deep, shown with reinforcement bars and cover dimensions"
    },
    {
      "name": "Column/pier stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown below the cap section, centered, with break line indicating continuation"
    },
    {
      "name": "Corner reinforcement bar",
      "tag": "440",
      "shape": "bent/diagonal bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Diagonal corner bars shown at each corner of the section"
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-442",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Two bars shown near top, inside corner bars"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "straight bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Four bars shown at top of section, called out with leader line"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Top clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "top of section"
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bar spacing (vertical)",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "reinforcement, typical"
    },
    {
      "label": "Side clear cover",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "3 sides of section"
    },
    {
      "label": "Bottom half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bottom half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A drawing scale"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "440",
    "2-442",
    "4-1040"
  ],
  "description": "This crop shows a cross section labeled SECTION A-A at scale 3/4\"=1'-0\", depicting a rectangular reinforced concrete cap or beam member (3'-0\" wide, 2'-0\" min deep) with a column/pier stem shown below via a break line. Reinforcement bars are called out with marks 440 (diagonal corner bars), 2-442 (top bars), and 4-1040 (additional top bars), along with cover dimensions of 2\" minimum clear at top and sides. This detail documents the reinforcing steel arrangement and concrete cover requirements for a structural cap/beam element, likely part of a bent cap or pier cap."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Horizontal beam spanning between two end columns, top edge stepped with varying elevations"
    },
    {
      "name": "End column / pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical members at each end of the beam, top elevations noted (EL.189.42/189.50 left, EL.188.67/188.71 right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular/square (shown schematically with dashed centerline and X)",
      "material": "not stated",
      "count": 5,
      "note": "Piles shown below cap at regular intervals, spacing dimensions given as 10\" and 7'-7 1/16\" bays"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near left end of beam"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out over second pile from left"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near mid-span area"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445A, TYP.",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical bar callout near right-center"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out near right end of beam"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Multiple callouts: '4-441 AT EQ. SPACES' at both ends, '7-441 AT EQ. SPS. TYP. EA. BAY' at center bays"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-440",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout '4-440 OVER EACH PILE' near center-left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.42",
      "unit": "",
      "appliesTo": "left end column, lower point"
    },
    {
      "label": "Elevation",
      "value": "189.50",
      "unit": "",
      "appliesTo": "left end column, upper point"
    },
    {
      "label": "Elevation",
      "value": "186.04",
      "unit": "",
      "appliesTo": "beam top near left column"
    },
    {
      "label": "Elevation",
      "value": "185.93",
      "unit": "",
      "appliesTo": "beam top, section A location"
    },
    {
      "label": "Elevation",
      "value": "185.80",
      "unit": "",
      "appliesTo": "beam top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.67",
      "unit": "",
      "appliesTo": "beam top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.53",
      "unit": "",
      "appliesTo": "beam top, right of center"
    },
    {
      "label": "Elevation",
      "value": "185.37",
      "unit": "",
      "appliesTo": "beam top near right column"
    },
    {
      "label": "Elevation",
      "value": "188.67",
      "unit": "",
      "appliesTo": "right end column, lower point"
    },
    {
      "label": "Elevation",
      "value": "188.71",
      "unit": "",
      "appliesTo": "right end column, upper point"
    },
    {
      "label": "Elevation",
      "value": "184.04",
      "unit": "",
      "appliesTo": "beam bottom near left column"
    },
    {
      "label": "Elevation",
      "value": "183.25",
      "unit": "",
      "appliesTo": "beam bottom near right column"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile-to-beam edge spacing, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10, TYP.",
      "unit": "in",
      "appliesTo": "typical pile spacing"
    },
    {
      "label": "Bay dimension",
      "value": "2'-10 1/8",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16",
      "unit": "ft-in",
      "appliesTo": "repeated bay spacing (5 instances shown)"
    },
    {
      "label": "Bay dimension",
      "value": "3'-3 5/8",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16",
      "unit": "ft-in",
      "appliesTo": "overall beam length"
    },
    {
      "label": "Bar spacing note",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "end bays"
    },
    {
      "label": "Bar spacing note",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "center bays"
    },
    {
      "label": "Bar note",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent cap (beam) supported on piles between two end columns/piers, with top and bottom elevations noted at multiple points along its length. Reinforcing bar marks (2-445B, 4-1040, 2-442, 2-445A, 2-445C, 4-441, 4-440) and detailed bay/pile spacing dimensions are called out, along with section cut markers A-A and B-B, indicating this documents the geometry and reinforcement layout of a pile-supported cap beam, likely part of a bridge bent or foundation structure."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, elongated with slight camber/breaks along top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning between two end supports, with top elevation call-outs varying slightly along its length"
    },
    {
      "name": "End column/pedestal (left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at left end with elevations EL.188.39/EL.188.45 at top and EL.182.96 at base"
    },
    {
      "name": "End column/pedestal (right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical member at right end with elevations EL.189.36/EL.189.44 at top and EL.183.96 at base"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/vertical, shown with hatched cross bracing symbol",
      "material": "unspecified (likely concrete or steel)",
      "count": 5,
      "note": "Five intermediate vertical piles shown below cap beam, spaced at repeating intervals, each with a '4-440 OVER EACH PILE' bar callout"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-442",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark shown near one pile location"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical bar mark repeated along cap, labeled TYP."
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445B",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark near left end column"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-445C",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark near right end column"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1040",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Bar mark called out along cap beam, appears twice"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Bar mark 'AT EQ. SPACES' at both ends of cap beam"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-441",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Bar mark 'AT EQ. SPS. TYP. EA. BAY' at mid-span bay"
    },
    {
      "name": "Section cut markers",
      "tag": "A-A",
      "shape": "arrow/line indicator",
      "material": "",
      "count": 1,
      "note": "Section cut line labeled A at top, with corresponding arrow at bottom"
    },
    {
      "name": "Section cut markers",
      "tag": "B-B",
      "shape": "arrow/line indicator",
      "material": "",
      "count": 1,
      "note": "Section cut line labeled B at top, with corresponding arrow at bottom"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end column top-left"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end column top-right"
    },
    {
      "label": "Elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "cap beam top, near left column"
    },
    {
      "label": "Elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "cap beam top, first bay"
    },
    {
      "label": "Elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "cap beam top, near mid-pile"
    },
    {
      "label": "Elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "cap beam top, mid-span"
    },
    {
      "label": "Elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "cap beam top, further right"
    },
    {
      "label": "Elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "cap beam top, near right column"
    },
    {
      "label": "Elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end column top-left"
    },
    {
      "label": "Elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end column top-right"
    },
    {
      "label": "Elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing near left column"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing, TYP., multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile spacing near right column"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost bay length"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay length, repeated (5 times) along cap beam"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost bay length"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Bar count/spacing note",
      "value": "4-440 OVER EACH PILE",
      "unit": "",
      "appliesTo": "pile bar callout"
    },
    {
      "label": "Bar count/spacing note",
      "value": "4-441 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "end bay bars, both ends"
    },
    {
      "label": "Bar count/spacing note",
      "value": "7-441 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "mid bay bars"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-445A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a concrete pile cap / bent cap beam supported on multiple piles between two end columns, with top-of-cap elevations, bar reinforcement marks (2-442, 2-445A/B/C, 4-1040, 4-441, 7-441), and detailed bay spacing dimensions given in feet-inches along the bottom. Section cut lines A-A and B-B are indicated at two locations along the beam, and the overall length of the structure is dimensioned as 44'-1 1/16\". This likely documents a bent/pile cap elevation for a bridge substructure, showing elevations and reinforcement layout rather than the full structure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in cross section (Section B-B) and in the plan/section view labeled 'CAP' at the End Bent and Wall detail"
    },
    {
      "name": "Reinforcement bar (stirrup/tie)",
      "tag": "441",
      "shape": "rectangular closed hoop",
      "material": "reinforced steel",
      "count": 1,
      "note": "Outer perimeter stirrup in Section B-B"
    },
    {
      "name": "Reinforcement bar (corner bar)",
      "tag": "442",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Labeled '2-442' at top corners of cap section"
    },
    {
      "name": "Reinforcement bar (longitudinal)",
      "tag": "1040",
      "shape": "straight bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "Labeled '4-1040' running through cap"
    },
    {
      "name": "Reinforcement bar (series)",
      "tag": "445 SERIES",
      "shape": "",
      "material": "reinforced steel",
      "count": 2,
      "note": "Labeled '2-445 SERIES', vertical bars extending down from cap, likely pile/column dowels"
    },
    {
      "name": "Pile or column support",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two circular bar positions shown with break marks below cap in Section B-B, and two vertical supports below CAP in end bent section"
    },
    {
      "name": "Wall (retaining/wingwall)",
      "tag": "",
      "shape": "rectangular, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at right side of 'Section at End Bent and Wall' with coping on top"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop the wall, labeled 'COPING'"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap section"
    },
    {
      "label": "Clear cover top",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "Section B-B, top of cap"
    },
    {
      "label": "Min. depth to bars",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap section"
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\" TYP.",
      "unit": "ft-in",
      "appliesTo": "Section B-B, bar spacing"
    },
    {
      "label": "Clear cover sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Section B-B cap section"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, left half"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, right half"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, cap"
    },
    {
      "label": "Overall min. width",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, from B.F.P.R. to wall"
    },
    {
      "label": "Min. depth",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall, cap depth"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES",
    "2-445 SERIES",
    "2-442",
    "4-1040",
    "441",
    "B.F.P.R.",
    "6'-0\" MIN.",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL"
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows two related reinforced concrete cap details: 'Section B-B', a cross-section through a bent cap showing rebar layout (stirrups marked 441/442, longitudinal bars 1040, and 445-series bars) with cover and spacing dimensions; and 'Section at End Bent and Wall', a section illustrating the relationship between the bent cap, a stepped connection, and an adjacent retaining wall with coping, including minimum width and depth dimensions. Together they document reinforcement and geometry for an end bent cap and its connection to a wingwall/retaining wall structure."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Concrete cap/footing section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in cross-section with a narrower rectangular stem or column projecting downward through a break line, suggesting this cap sits atop a pier/column stem."
    },
    {
      "name": "Corner reinforcement bar",
      "tag": "440",
      "shape": "round bar, bent at ends (diagonal hooks shown at corners)",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Located at four corners of the rectangular section, arrows pointing to corner dots."
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-442",
      "shape": "round bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two bars near top, inboard of corner bars."
    },
    {
      "name": "Vertical/longitudinal reinforcement bar",
      "tag": "4-1040",
      "shape": "round bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout arrow points to bars along the sides of the section."
    },
    {
      "name": "Stem/column (partial)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Narrow rectangular element shown centered below the cap, cut off by a break line, indicating it continues beyond the crop."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width bottom (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Half width bottom (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Overall height (min.)",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Top clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Side clearance",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "Bar spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "440 / 1040 bars"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "2'-0\" MIN."
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "440",
    "2-442",
    "4-1040",
    "aruna sastry"
  ],
  "description": "This crop shows a single detail titled 'SECTION A-A' at scale 3/4\"=1'-0\", depicting a reinforced concrete cap or footing section, 3'-0\" wide and at least 2'-0\" tall (minimum), with corner reinforcement bars marked 440, top bars marked 2-442, and side/vertical bars marked 4-1040. A narrower rectangular stem (likely a column or pier) extends downward through a break line at the bottom, indicating the cap sits atop a supporting element not fully shown in this crop. Cover requirements (2\" min. clearance top and sides) and bar spacing (1'-0\" typical) are called out, but no plan view, station, or overall structure identification appears in this fragment."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 112,
      "note": "Span 1 Left; length 54'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Span 1 Left; length 43'-9\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 10,
      "note": "Span 1 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 35,
      "note": "Span 1 Left; length 7'-1\", type 25, A=4, G=4, B=2'-4\""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 40,
      "note": "Span 1 Left; length 3'-9\", type 31, A=4, G=4, B=2'-4\""
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 102,
      "note": "Span 1 Left; length 44'-6\", type 2, B=42'-10\""
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 102,
      "note": "Span 1 Left; length 43'-3\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "502A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 36,
      "note": "Span 1 Left; length 18'-0\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "502C",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 36,
      "note": "Span 1 Left; length 17'-1\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 96,
      "note": "Span 1 Left; length 8'-0\", type 23, B=1'-6\""
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 96,
      "note": "Span 1 Left; length 6'-8\", type 23, B=0'-8\""
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 12,
      "note": "Span 1 Left; length 6'-2\", type 46, B=2'-10\""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 40,
      "note": "Span 1 Left; length 6'-10\", type 46, B=2'-10\""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Span 1 Left; length 43'-9\", type column blank"
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 25,
      "note": "Span 1 Left; length 3'-1\", type 24, B=1'-1\""
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 80,
      "note": "Span 1 Left; length 3'-6\", type 3, B=2'-4\""
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 20,
      "note": "Span 1 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Span 1 Left; length 37'-2\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Span 1 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "510",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 204,
      "note": "Span 1 Left; length 6'-6\", type 3, B=5'-8\""
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Span 1 Left; length 43'-3\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Span 1 Left; length 37'-6\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Span 1 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "900A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 20,
      "note": "Span 1 Left; length 12'-6\", type 16, A=6, G=6, B=4'-5\""
    },
    {
      "name": "reinforcement bar",
      "tag": "900B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 8,
      "note": "Span 1 Left; length 5'-8\", type 21, A=6, B=2'-2\""
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 107,
      "note": "Span 2 Left; length 60'-0\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 107,
      "note": "Span 2 Left; length 23'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 20,
      "note": "Span 2 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 35,
      "note": "Span 2 Left; length 7'-1\", type 25, A=4, G=4, B=2'-4\""
    },
    {
      "name": "reinforcement bar",
      "tag": "500B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 146,
      "note": "Span 2 Left; length 44'-6\", type 2, B=42'-10\""
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 146,
      "note": "Span 2 Left; length 43'-3\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "502D",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 96,
      "note": "Span 2 Left; length 16'-0\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "502E",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 24,
      "note": "Span 2 Left; length 16'-2\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 140,
      "note": "Span 2 Left; length 8'-0\", type 23, B=1'-6\""
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 140,
      "note": "Span 2 Left; length 6'-8\", type 23, B=0'-8\""
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 20,
      "note": "Span 2 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Span 2 Left; length 37'-2\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 10,
      "note": "Span 2 Left; length 6'-8\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "510",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 292,
      "note": "Span 2 Left; length 6'-6\", type 3, B=5'-8\""
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 116,
      "note": "Span 2 Left; length 10'-0\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Span 2 Left; length 43'-3\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Span 2 Left; length 37'-6\", type 1"
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": 10,
      "note": "Span 2 Left; length 6'-8\", type 1"
    }
  ],
  "measurements": [
    {
      "label": "LENGTH",
      "value": "54-8",
      "unit": "FT.-IN.",
      "appliesTo": "400A"
    },
    {
      "label": "LENGTH",
      "value": "43-9",
      "unit": "FT.-IN.",
      "appliesTo": "401"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "402A"
    },
    {
      "label": "LENGTH",
      "value": "7-1",
      "unit": "FT.-IN.",
      "appliesTo": "403A"
    },
    {
      "label": "LENGTH",
      "value": "3-9",
      "unit": "FT.-IN.",
      "appliesTo": "404"
    },
    {
      "label": "LENGTH",
      "value": "44-6",
      "unit": "FT.-IN.",
      "appliesTo": "500A"
    },
    {
      "label": "LENGTH",
      "value": "43-3",
      "unit": "FT.-IN.",
      "appliesTo": "501 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "18-0",
      "unit": "FT.-IN.",
      "appliesTo": "502A"
    },
    {
      "label": "LENGTH",
      "value": "17-1",
      "unit": "FT.-IN.",
      "appliesTo": "502C"
    },
    {
      "label": "LENGTH",
      "value": "8-0",
      "unit": "FT.-IN.",
      "appliesTo": "503A (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "503B (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "6-2",
      "unit": "FT.-IN.",
      "appliesTo": "504A"
    },
    {
      "label": "LENGTH",
      "value": "6-10",
      "unit": "FT.-IN.",
      "appliesTo": "504B"
    },
    {
      "label": "LENGTH",
      "value": "43-9",
      "unit": "FT.-IN.",
      "appliesTo": "505"
    },
    {
      "label": "LENGTH",
      "value": "3-1",
      "unit": "FT.-IN.",
      "appliesTo": "506A"
    },
    {
      "label": "LENGTH",
      "value": "3-6",
      "unit": "FT.-IN.",
      "appliesTo": "506B"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "507A"
    },
    {
      "label": "LENGTH",
      "value": "37-2",
      "unit": "FT.-IN.",
      "appliesTo": "508 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "509 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "6-6",
      "unit": "FT.-IN.",
      "appliesTo": "510 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "43-3",
      "unit": "FT.-IN.",
      "appliesTo": "800 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "37-6",
      "unit": "FT.-IN.",
      "appliesTo": "801 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "802 (Span1)"
    },
    {
      "label": "LENGTH",
      "value": "12-6",
      "unit": "FT.-IN.",
      "appliesTo": "900A"
    },
    {
      "label": "LENGTH",
      "value": "5-8",
      "unit": "FT.-IN.",
      "appliesTo": "900B"
    },
    {
      "label": "LENGTH",
      "value": "60-0",
      "unit": "FT.-IN.",
      "appliesTo": "400B"
    },
    {
      "label": "LENGTH",
      "value": "23-8",
      "unit": "FT.-IN.",
      "appliesTo": "400C"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "402B"
    },
    {
      "label": "LENGTH",
      "value": "7-1",
      "unit": "FT.-IN.",
      "appliesTo": "403B"
    },
    {
      "label": "LENGTH",
      "value": "44-6",
      "unit": "FT.-IN.",
      "appliesTo": "500B"
    },
    {
      "label": "LENGTH",
      "value": "43-3",
      "unit": "FT.-IN.",
      "appliesTo": "501 (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "16-0",
      "unit": "FT.-IN.",
      "appliesTo": "502D"
    },
    {
      "label": "LENGTH",
      "value": "16-2",
      "unit": "FT.-IN.",
      "appliesTo": "502E"
    },
    {
      "label": "LENGTH",
      "value": "8-0",
      "unit": "FT.-IN.",
      "appliesTo": "503A (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "503B (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "507B"
    },
    {
      "label": "LENGTH",
      "value": "37-2",
      "unit": "FT.-IN.",
      "appliesTo": "508 (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "509 (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "6-6",
      "unit": "FT.-IN.",
      "appliesTo": "510 (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "10-0",
      "unit": "FT.-IN.",
      "appliesTo": "600"
    },
    {
      "label": "LENGTH",
      "value": "43-3",
      "unit": "FT.-IN.",
      "appliesTo": "800 (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "37-6",
      "unit": "FT.-IN.",
      "appliesTo": "801 (Span2)"
    },
    {
      "label": "LENGTH",
      "value": "6-8",
      "unit": "FT.-IN.",
      "appliesTo": "802 (Span2)"
    },
    {
      "label": "NO. OF LOC.",
      "value": "1",
      "unit": "",
      "appliesTo": "Span 1 Left"
    },
    {
      "label": "NO. OF LOC.",
      "value": "1",
      "unit": "",
      "appliesTo": "Span 2 Left"
    }
  ],
  "notes": [],
  "labels": [
    "LOCATION",
    "NO. OF LOC.",
    "MARK",
    "LENGTH FT. IN.",
    "NO. BARS REQ'D.",
    "TYPE",
    "A",
    "G",
    "B FT. IN.",
    "SPAN 1 LEFT",
    "SPAN 2 LEFT"
  ],
  "description": "This crop is a reinforcement bar schedule table listing bar marks, required lengths (ft.-in.), number of bars required, bar type, and bend dimensions (A, G, B) for two structural locations labeled 'Span 1 Left' and 'Span 2 Left'. Each row corresponds to a specific rebar mark (e.g., 400A, 500A, 900B) with its associated quantity and dimensional data used for reinforcement take-off. The table appears to continue beyond this crop, as a repeated header row and partial data reappear at the bottom, suggesting the schedule spans multiple sheet sections."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "reinforcement bar schedule entry",
      "tag": "BENT 2 RIGHT",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Group of bar marks 420,421,520,521,522,620,621,920,1120A,1120B,1121A,1121B,1121C,1121D,1122,1123 listed under this location heading"
    },
    {
      "name": "reinforcement bar schedule entry",
      "tag": "BENT 3 RIGHT",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Group of bar marks 430,431,530,531,532,630,631,930,1130A,1130B,1131A,1131B,1131C,1131D,1132,1133 listed under this location heading"
    },
    {
      "name": "reinforcement bar schedule entry",
      "tag": "BENT 4 RIGHT",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Group of bar marks 440,441,442,443A,443B,444,445A,445B,445C,540A,540B,541,1040 listed under this location heading, partially cropped at bottom"
    },
    {
      "name": "title block",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "GDOT title block with project, sheet, and firm information"
    }
  ],
  "measurements": [
    {
      "label": "LENGTH",
      "value": "11-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 420"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "48",
      "unit": "",
      "appliesTo": "Bar 420"
    },
    {
      "label": "LENGTH",
      "value": "4-5",
      "unit": "FT.IN.",
      "appliesTo": "Bar 421"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "44",
      "unit": "",
      "appliesTo": "Bar 421"
    },
    {
      "label": "B dimension",
      "value": "1-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 421"
    },
    {
      "label": "C dimension",
      "value": "1-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 421"
    },
    {
      "label": "D dimension",
      "value": "1-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 421"
    },
    {
      "label": "LENGTH",
      "value": "42-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 520"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "2",
      "unit": "",
      "appliesTo": "Bar 520"
    },
    {
      "label": "LENGTH",
      "value": "16-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 521"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "59",
      "unit": "",
      "appliesTo": "Bar 521"
    },
    {
      "label": "AG",
      "value": "25",
      "unit": "",
      "appliesTo": "Bar 521"
    },
    {
      "label": "B dimension",
      "value": "3-11",
      "unit": "FT.IN.",
      "appliesTo": "Bar 521"
    },
    {
      "label": "C dimension",
      "value": "3-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 521"
    },
    {
      "label": "LENGTH",
      "value": "10-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 522"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "28",
      "unit": "",
      "appliesTo": "Bar 522"
    },
    {
      "label": "B dimension",
      "value": "1-0",
      "unit": "FT.IN.",
      "appliesTo": "Bar 522"
    },
    {
      "label": "C dimension",
      "value": "3-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 522"
    },
    {
      "label": "LENGTH",
      "value": "13-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 620"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "106",
      "unit": "",
      "appliesTo": "Bar 620"
    },
    {
      "label": "B dimension",
      "value": "3-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 620"
    },
    {
      "label": "C dimension",
      "value": "3-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 620"
    },
    {
      "label": "LENGTH",
      "value": "8-1",
      "unit": "FT.IN.",
      "appliesTo": "Bar 621"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "106",
      "unit": "",
      "appliesTo": "Bar 621"
    },
    {
      "label": "B dimension",
      "value": "0-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 621"
    },
    {
      "label": "C dimension",
      "value": "1-0",
      "unit": "FT.IN.",
      "appliesTo": "Bar 621"
    },
    {
      "label": "NO. OF LOC.",
      "value": "101",
      "unit": "",
      "appliesTo": "row near Bar 920"
    },
    {
      "label": "LENGTH",
      "value": "13-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 920"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "64",
      "unit": "",
      "appliesTo": "Bar 920"
    },
    {
      "label": "B dimension",
      "value": "11-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 920"
    },
    {
      "label": "NO. OF LOC.",
      "value": "79",
      "unit": "",
      "appliesTo": "row below 920"
    },
    {
      "label": "LENGTH",
      "value": "15-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1120A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "12",
      "unit": "",
      "appliesTo": "Bar 1120A"
    },
    {
      "label": "B dimension",
      "value": "15-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1120A"
    },
    {
      "label": "LENGTH",
      "value": "13-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1120B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "12",
      "unit": "",
      "appliesTo": "Bar 1120B"
    },
    {
      "label": "B dimension",
      "value": "13-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1120B"
    },
    {
      "label": "LENGTH",
      "value": "16-6",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1121A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1121A"
    },
    {
      "label": "LENGTH",
      "value": "14-5",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1121B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1121B"
    },
    {
      "label": "LENGTH",
      "value": "15-11",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1121C"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1121C"
    },
    {
      "label": "LENGTH",
      "value": "13-11",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1121D"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1121D"
    },
    {
      "label": "LENGTH",
      "value": "45-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1122"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "8",
      "unit": "",
      "appliesTo": "Bar 1122"
    },
    {
      "label": "AG",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 1122"
    },
    {
      "label": "B dimension",
      "value": "42-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1122"
    },
    {
      "label": "LENGTH",
      "value": "42-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1123"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "8",
      "unit": "",
      "appliesTo": "Bar 1123"
    },
    {
      "label": "LENGTH",
      "value": "11-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 430"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "56",
      "unit": "",
      "appliesTo": "Bar 430"
    },
    {
      "label": "LENGTH",
      "value": "4-5",
      "unit": "FT.IN.",
      "appliesTo": "Bar 431"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "44",
      "unit": "",
      "appliesTo": "Bar 431"
    },
    {
      "label": "B dimension",
      "value": "1-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 431"
    },
    {
      "label": "C dimension",
      "value": "1-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 431"
    },
    {
      "label": "D dimension",
      "value": "1-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 431"
    },
    {
      "label": "LENGTH",
      "value": "42-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 530"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "2",
      "unit": "",
      "appliesTo": "Bar 530"
    },
    {
      "label": "LENGTH",
      "value": "16-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 531"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "59",
      "unit": "",
      "appliesTo": "Bar 531"
    },
    {
      "label": "B dimension",
      "value": "3-11",
      "unit": "FT.IN.",
      "appliesTo": "Bar 531"
    },
    {
      "label": "C dimension",
      "value": "3-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 531"
    },
    {
      "label": "LENGTH",
      "value": "10-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 532"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "28",
      "unit": "",
      "appliesTo": "Bar 532"
    },
    {
      "label": "B dimension",
      "value": "1-0",
      "unit": "FT.IN.",
      "appliesTo": "Bar 532"
    },
    {
      "label": "C dimension",
      "value": "3-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 532"
    },
    {
      "label": "LENGTH",
      "value": "13-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 630"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "106",
      "unit": "",
      "appliesTo": "Bar 630"
    },
    {
      "label": "B dimension",
      "value": "3-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 630"
    },
    {
      "label": "C dimension",
      "value": "3-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 630"
    },
    {
      "label": "LENGTH",
      "value": "8-1",
      "unit": "FT.IN.",
      "appliesTo": "Bar 631"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "106",
      "unit": "",
      "appliesTo": "Bar 631"
    },
    {
      "label": "B dimension",
      "value": "0-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 631"
    },
    {
      "label": "C dimension",
      "value": "1-0",
      "unit": "FT.IN.",
      "appliesTo": "Bar 631"
    },
    {
      "label": "LENGTH",
      "value": "15-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 930"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "72",
      "unit": "",
      "appliesTo": "Bar 930"
    },
    {
      "label": "B dimension",
      "value": "12-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 930"
    },
    {
      "label": "LENGTH",
      "value": "15-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1130A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "12",
      "unit": "",
      "appliesTo": "Bar 1130A"
    },
    {
      "label": "B dimension",
      "value": "15-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1130A"
    },
    {
      "label": "LENGTH",
      "value": "13-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1130B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "12",
      "unit": "",
      "appliesTo": "Bar 1130B"
    },
    {
      "label": "B dimension",
      "value": "13-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1130B"
    },
    {
      "label": "LENGTH",
      "value": "16-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1131A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1131A"
    },
    {
      "label": "LENGTH",
      "value": "14-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1131B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1131B"
    },
    {
      "label": "LENGTH",
      "value": "16-3",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1131C"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1131C"
    },
    {
      "label": "LENGTH",
      "value": "14-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1131D"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 1131D"
    },
    {
      "label": "LENGTH",
      "value": "45-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1132"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "8",
      "unit": "",
      "appliesTo": "Bar 1132"
    },
    {
      "label": "AG",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 1132"
    },
    {
      "label": "B dimension",
      "value": "42-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1132"
    },
    {
      "label": "LENGTH",
      "value": "42-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1133"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "8",
      "unit": "",
      "appliesTo": "Bar 1133"
    },
    {
      "label": "LENGTH",
      "value": "6-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 440"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "24",
      "unit": "",
      "appliesTo": "Bar 440"
    },
    {
      "label": "AG",
      "value": "32",
      "unit": "",
      "appliesTo": "Bar 440"
    },
    {
      "label": "B dimension",
      "value": "2-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 440"
    },
    {
      "label": "C dimension",
      "value": "1-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 440"
    },
    {
      "label": "D dimension",
      "value": "1-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 440"
    },
    {
      "label": "LENGTH",
      "value": "9-5",
      "unit": "FT.IN.",
      "appliesTo": "Bar 441"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "43",
      "unit": "",
      "appliesTo": "Bar 441"
    },
    {
      "label": "AG",
      "value": "25",
      "unit": "",
      "appliesTo": "Bar 441"
    },
    {
      "label": "B dimension",
      "value": "2-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 441"
    },
    {
      "label": "C dimension",
      "value": "1-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 441"
    },
    {
      "label": "LENGTH",
      "value": "43-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 442"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "2",
      "unit": "",
      "appliesTo": "Bar 442"
    },
    {
      "label": "LENGTH",
      "value": "5-0",
      "unit": "FT.IN.",
      "appliesTo": "Bar 443A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 443A"
    },
    {
      "label": "LENGTH",
      "value": "3-0",
      "unit": "FT.IN.",
      "appliesTo": "Bar 443B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "6",
      "unit": "",
      "appliesTo": "Bar 443B"
    },
    {
      "label": "LENGTH",
      "value": "2-8",
      "unit": "FT.IN.",
      "appliesTo": "Bar 444"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 444"
    },
    {
      "label": "LENGTH",
      "value": "6-3",
      "unit": "FT.IN.",
      "appliesTo": "Bar 445A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 445A"
    },
    {
      "label": "LENGTH",
      "value": "2-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 445B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "2",
      "unit": "",
      "appliesTo": "Bar 445B"
    },
    {
      "label": "LENGTH",
      "value": "2-7",
      "unit": "FT.IN.",
      "appliesTo": "Bar 445C"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "2",
      "unit": "",
      "appliesTo": "Bar 445C"
    },
    {
      "label": "LENGTH",
      "value": "4-4",
      "unit": "FT.IN.",
      "appliesTo": "Bar 540A"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 540A"
    },
    {
      "label": "LENGTH",
      "value": "5-2",
      "unit": "FT.IN.",
      "appliesTo": "Bar 540B"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "8",
      "unit": "",
      "appliesTo": "Bar 540B"
    },
    {
      "label": "LENGTH",
      "value": "4-3",
      "unit": "FT.IN.",
      "appliesTo": "Bar 541"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "10",
      "unit": "",
      "appliesTo": "Bar 541"
    },
    {
      "label": "LENGTH",
      "value": "43-9",
      "unit": "FT.IN.",
      "appliesTo": "Bar 1040"
    },
    {
      "label": "NO. BARS REQ'D",
      "value": "4",
      "unit": "",
      "appliesTo": "Bar 1040"
    },
    {
      "label": "BRIDGE SHEET",
      "value": "21",
      "unit": "OF 21",
      "appliesTo": "sheet"
    },
    {
      "label": "DRAWING NO.",
      "value": "35-0021",
      "unit": "",
      "appliesTo": "sheet"
    }
  ],
  "notes": [
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "GDOT",
    "P.I. NO. 0019181",
    "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",
    "BAR REINFORCING SCHEDULE - 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0021",
    "BRIDGE SHEET 21 OF 21",
    "NO SCALE",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "BENT 2 RIGHT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "LOCATION",
    "MARK",
    "LENGTH",
    "NO. BARS REQ'D",
    "TYPE",
    "0019181_0021.dgn"
  ],
  "description": "This crop shows a bar reinforcing steel schedule (Bar Reinforcing Schedule - 3) for a bridge, listing reinforcing bar marks, lengths, quantities required, type, and bend dimensions (columns B through K) organized by location: Bent 2 Right, Bent 3 Right, and Bent 4 Right. The title block at right identifies the project as SR 21 @ NS #620272Y in Jenkins County, Georgia, sheet 21 of 21, prepared by Sastry & Associates for GDOT, dated May 2025. The table is cut off at the bottom, so the Bent 4 Right bar list is only partially shown."
}