GDOT TESTING

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

{
  "view": "Detail",
  "objects": [
    {
      "name": "End post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located at left end of barrier transition, shown with dashed lines indicating hidden edge"
    },
    {
      "name": "Barrier (parapet) transition",
      "tag": "",
      "shape": "tapered",
      "material": "concrete",
      "count": 1,
      "note": "Top edge tapers upward from 2\" at end post to 1'-9 1/2\" at far end over a 12'-0\" length, with slope callout 1:18"
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "rectangular, angled",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 12\" PAVING REST, shown as a diagonal element abutting the end post"
    }
  ],
  "measurements": [
    {
      "label": "Paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Height at end post",
      "value": "2",
      "unit": "in",
      "appliesTo": "End post/barrier transition start"
    },
    {
      "label": "Horizontal length of transition",
      "value": "12'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier transition"
    },
    {
      "label": "Height at far end of transition",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier transition end"
    },
    {
      "label": "Slope ratio rise",
      "value": "1",
      "unit": "",
      "appliesTo": "Barrier transition slope diagram"
    },
    {
      "label": "Slope ratio run",
      "value": "18",
      "unit": "",
      "appliesTo": "Barrier transition slope diagram"
    },
    {
      "label": "Drawing scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [
    "12\" PAVING REST",
    "END POST",
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "BARRIER TRANSITION",
    "END POST",
    "12\" PAVING REST"
  ],
  "description": "This crop is a detail drawing showing the transition geometry of a concrete barrier/parapet from an end post to a taller section over a 12'-0\" length, with height increasing from 2\" to 1'-9 1/2\". A slope diagram labeled 'BARRIER TRANSITION' indicates a 1:18 taper ratio, and a 12\" paving rest is shown adjoining the end post. The detail is drawn at 1/4\"=1'-0\" scale, likely part of a bridge parapet/barrier standard detail sheet."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint seal assembly",
      "tag": "",
      "shape": "rectangular groove with tapered/pinched sealant profile",
      "material": "preformed silicone joint seal / silicone adhesive",
      "count": 1,
      "note": "Shown in cross-section between two concrete edges"
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular strip (hatched)",
      "material": "filler material per Georgia DOT sub-section 833.2.01",
      "count": 1,
      "note": "Located below the silicone seal, held with 10d galvanized nails"
    },
    {
      "name": "Concrete edge/nosing",
      "tag": "",
      "shape": "rounded edge (1/4\" R)",
      "material": "concrete (implied)",
      "count": 2,
      "note": "Two facing edges forming the joint gap"
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "Expansion joint seal"
    },
    {
      "label": "Seal depth/height",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Expansion joint seal"
    },
    {
      "label": "Edge fillet radius",
      "value": "1/4",
      "unit": "in R",
      "appliesTo": "Concrete edge"
    }
  ],
  "notes": [
    "PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "1/4\" R",
    "SILICONE ADHESIVE",
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4"
  ],
  "description": "This crop is a detail drawing showing a cross-section of an expansion joint seal assembly, likely at a bridge end bent. It illustrates the preformed silicone joint seal geometry, dimensions of the joint opening and seal depth, the silicone adhesive bond, and the filler material below, with associated specification references. The title at the bottom indicates this detail applies to End Bents 1 and 4 (text partially cut off)."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows a notes block containing two general construction notes: one referencing beam sheets for diaphragm location, and another clarifying that barrier and fence post dimensions are measured along the inside face of the barrier. No drawn objects, dimensions, or graphical elements are present in this crop."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Left Bridge Span 1",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Left Bridge Span 2",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Left Bridge Span 3",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Left Bridge Total",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Total"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Right Bridge Span 1",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Right Bridge Span 2",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Right Bridge Span 3",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\" - Right Bridge Total",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Total"
    },
    {
      "label": "SUPERSTR REINF STEEL - Left Bridge Span 1",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "SUPERSTR REINF STEEL - Left Bridge Span 2",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "SUPERSTR REINF STEEL - Left Bridge Span 3",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "SUPERSTR REINF STEEL - Left Bridge Total",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Left Bridge Total"
    },
    {
      "label": "SUPERSTR REINF STEEL - Right Bridge Span 1",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "SUPERSTR REINF STEEL - Right Bridge Span 2",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "SUPERSTR REINF STEEL - Right Bridge Span 3",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "SUPERSTR REINF STEEL - Right Bridge Total",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Right Bridge Total"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL",
    "LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
    "LUMP - LB SUPERSTR REINF STEEL"
  ],
  "description": "This crop is a quantities table titled 'SUPERSTRUCTURE QUANTITIES' listing lump-sum superstructure concrete (Class D, in CY) and reinforcing steel (in LB) quantities broken down by span (1, 2, 3) and totals for both the Left Bridge and Right Bridge. It is a bill-of-quantities style schedule with no drawn structural elements, only tabulated numeric data for takeoff purposes."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [],
  "description": "This crop contains two typed general notes referring to end post concrete, bar reinforcing steel, and 600 series bar quantities, and how they are allocated among span quantities (end span vs. Span 2). No drawing elements, dimensions, or graphical content are visible in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Deck Plan drawing (unless otherwise noted)"
    }
  ],
  "notes": [
    "SCALE: 1/8\" = 1'-0\" (UNLESS OTHERWISE NOTED) APRIL 2025",
    "I INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 1 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0004",
    "BRIDGE SHEET 4 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "0019181_0004.dgn"
  ],
  "description": "This crop is the title block for Bridge Sheet 4 of 21, part of a set titled 'Deck Plan - 1 of 3' for Bridge No. 1 LT. and RT. over SR 21 @ NS #620272Y in Jenkins County, Georgia. It identifies the design firm Sastry & Associates, Inc., the Georgia Department of Transportation Office of Bridges and Structures, drawing number 35-0004, scale, date (April 2025), and personnel initials for design, drawing, checking, and approval, along with a professional engineer's seal for Aruna Sastry."
}

{
  "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": "Detail",
  "objects": [
    {
      "name": "End Post",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown at left edge of detail, tapering into barrier transition"
    },
    {
      "name": "Barrier (transition segment)",
      "tag": "",
      "shape": "tapered, rectangular in elevation",
      "material": "concrete",
      "count": 1,
      "note": "Elevation view of barrier tapering in height from end post to full section over 12'-0\" length"
    },
    {
      "name": "Paving Rest",
      "tag": "",
      "shape": "rectangular, angled",
      "material": "concrete",
      "count": 1,
      "note": "Small angled ledge/notch at top of end post, 12\" dimension noted"
    }
  ],
  "measurements": [
    {
      "label": "Paving rest width",
      "value": "12",
      "unit": "in",
      "appliesTo": "Paving Rest"
    },
    {
      "label": "Transition length",
      "value": "12'-0\"",
      "unit": "ft-in",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Step/offset height",
      "value": "2",
      "unit": "in",
      "appliesTo": "End Post / Paving Rest joint"
    },
    {
      "label": "Barrier height at end of transition",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Taper slope ratio (rise)",
      "value": "1",
      "unit": "",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Taper slope ratio (run)",
      "value": "18",
      "unit": "",
      "appliesTo": "Barrier Transition"
    },
    {
      "label": "Drawing scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "12\" PAVING REST",
    "END POST",
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop is an elevation detail titled 'BARRIER TRANSITION DETAIL' showing the tapered profile of a bridge barrier as it transitions from the end post to its full height over a 12'-0\" length, with a slope callout of 1:18 and a final height of 1'-9 1/2\". A paving rest notch (12\" wide, 2\" step) is shown at the end post connection. It documents the geometry of the barrier taper at the end span, relevant to concrete and reinforcing quantities noted elsewhere as included in end span totals."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Expansion joint seal",
      "tag": "",
      "shape": "tapered/V-shaped preformed seal",
      "material": "silicone",
      "count": 1,
      "note": "Preformed silicone joint seal set into joint gap, per Special Provision Section 449"
    },
    {
      "name": "Silicone adhesive",
      "tag": "",
      "shape": "linear bead along joint faces",
      "material": "silicone",
      "count": 1,
      "note": "Applied along both vertical faces of joint opening"
    },
    {
      "name": "Filler material",
      "tag": "",
      "shape": "rectangular strip, hatched",
      "material": "per Georgia DOT Sub-Section 833.2.01",
      "count": 1,
      "note": "Held in place with 10d galvanized nails"
    },
    {
      "name": "Joint recess/nosing",
      "tag": "",
      "shape": "rounded edge, 1/4\" radius, with rounded top corners",
      "material": "concrete (implied by break lines)",
      "count": 2,
      "note": "Shown as broken/cut concrete edges on either side of joint, representing deck or end bent concrete adjacent to joint"
    }
  ],
  "measurements": [
    {
      "label": "Joint opening width",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "expansion joint seal"
    },
    {
      "label": "Depth to silicone adhesive/seal top",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "expansion joint seal"
    },
    {
      "label": "Edge radius",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "joint edge (concrete corner)"
    }
  ],
  "notes": [
    "PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449",
    "FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS"
  ],
  "labels": [
    "EXPANSION JOINT DETAILS",
    "END BENTS 1 AND 4",
    "SILICONE ADHESIVE",
    "1/4\" R"
  ],
  "description": "This crop is a detail drawing titled 'EXPANSION JOINT DETAILS' for END BENTS 1 AND 4, showing a cross-section of a preformed silicone joint seal installed at a deck expansion joint. It calls out the seal per Special Provision Section 449, silicone adhesive bonding it to the concrete faces, a filler material below meeting Georgia DOT Sub-Section 833.2.01 held with 10d galvanized nails, and key dimensions (1 3/8\" opening, 1/2\" depth, 1/4\" edge radius). No quantities or schedule data are shown in this particular crop; the linked schedule panel on the same sheet is a separate superstructure quantities table not depicted here."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows a portion of a general notes block from a bridge drawing sheet, listing numbered construction notes. Note 1 references beam sheets for diaphragm location, and note 2 clarifies how barrier and fence post dimensions are to be measured. A third note begins at the bottom edge but is cut off and only partially legible."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Total"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Total"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Left Bridge Total"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Right Bridge Total"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN I",
    "SPAN 2",
    "SPAN 3",
    "TOTAL",
    "LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
    "LUMP - LB SUPERSTR REINF STEEL"
  ],
  "description": "This crop shows a quantities table titled 'SUPERSTRUCTURE QUANTITIES', breaking down superstructure concrete (Class D) in cubic yards and reinforcing steel in pounds, separately for a Left Bridge and Right Bridge, each split by Span 1, Span 2, Span 3, and Total. It is a bill-of-quantities style schedule rather than a plan or detail, with all listed values highlighted in yellow, and a partially visible note at the bottom edge that is cut off."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [],
  "description": "This crop contains a short block of two general notes referring to end post concrete, bar reinforcing steel, and '600 bar' quantities being included within end span and Span 2 quantities respectively. No drawing views, dimensions, or discrete constructional elements are depicted in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "drawing scale, unless otherwise noted"
    },
    {
      "label": "Bridge Sheet",
      "value": "4 OF 21",
      "unit": "",
      "appliesTo": "sheet numbering"
    },
    {
      "label": "Drawing No.",
      "value": "35-0004",
      "unit": "",
      "appliesTo": "drawing"
    },
    {
      "label": "Bar scale",
      "value": "1",
      "unit": "INCH",
      "appliesTo": "printed full size reference"
    }
  ],
  "notes": [],
  "labels": [
    "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",
    "DECK PLAN - 1 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0004",
    "BRIDGE SHEET 4 OF 21",
    "SCALE: 1/8\" = 1'-0\" (UNLESS OTHERWISE NOTED) APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0004.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop is the title block of a Georgia DOT bridge sheet for SR 21 @ NS #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It identifies the sheet as 'Deck Plan - 1 of 3', drawing number 35-0004, bridge sheet 4 of 21, dated April 2025, with designer, drafter, checker, and approval initials, plus a professional engineer's seal. No structural elements or dimensioned drawings are shown, only administrative and identification text."
}

{
  "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": "Expansion joint (barrier)",
      "tag": "",
      "shape": "rectangular joint with chamfered edges",
      "material": "preformed joint filler / silicone sealant",
      "count": 1,
      "note": "Shown in Plan and Elevation views, joint width 1\" with 3/4\" chamfers on both faces"
    },
    {
      "name": "Barrier (traffic/parapet)",
      "tag": "",
      "shape": "tapered/trapezoidal profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in Side Elevation, only partial profile with expansion joint at base area indicated by 3\" dimension"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip, 1\" thick",
      "material": "preformed filler material",
      "count": 1,
      "note": "Located within barrier joint, held with 10d galvanized nails per note"
    },
    {
      "name": "Low modulus silicone sealant (Type A)",
      "tag": "",
      "shape": "linear sealant bead",
      "material": "silicone sealant",
      "count": 1,
      "note": "Applied at joint face, both plan and elevation views"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "barrier edge chamfer"
    },
    {
      "label": "Joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Top offset",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint filler top clearance"
    },
    {
      "label": "Bottom offset",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "joint filler bottom clearance (elevation view)"
    },
    {
      "label": "Nail size",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails holding joint filler"
    },
    {
      "label": "Side elevation offset",
      "value": "3",
      "unit": "in",
      "appliesTo": "barrier side elevation, joint location from base"
    }
  ],
  "notes": [
    "3/4\" CHAMFER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "1\" PREFORMED JOINT FILLER",
    "HOLD IN PLACE WITH 10d GALV. NAILS.",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE"
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "NTS"
  ],
  "description": "This crop shows a detail sheet illustrating a 1-inch expansion joint within a concrete traffic barrier, presented in Plan, Elevation, and Side Elevation views. The detail specifies a preformed joint filler with 3/4-inch chamfered edges, sealed with low modulus silicone sealant (Type A), and notes that the filler is held in place with 10d galvanized nails. The side elevation shows a partial tapered barrier profile with the joint located near its base, dimensioned at 3 inches from the base to the joint start."
}

{
  "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": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing scale (unless otherwise noted)"
    }
  ],
  "notes": [
    "BRIDGE NO. 1 LT. AND RT.",
    "SCALE: 1/8\" = 1'-0\" (UNLESS OTHERWISE NOTED)  APRIL 2025",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "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",
    "DECK PLAN - 2 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0005",
    "BRIDGE SHEET 5 OF 21",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "0019181_0005.dgn",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop is the title block of a Georgia Department of Transportation bridge drawing, sheet 5 of 21, prepared by Sastry & Associates, Inc. for a project on SR 21 at NS #620272Y in Jenkins County, Georgia, titled 'Deck Plan - 2 of 3'. It contains firm and agency information, project identifiers, engineer's seal, scale note, and design/drawn/checked/reviewed/approved signature blocks, with no structural or dimensioned drawing content."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "DECK PLAN",
    "aruna sastry",
    "5/28/202..."
  ],
  "description": "This crop shows a title block/border area with the sheet title 'DECK PLAN' underlined, and a handwritten name 'aruna sastry' with a partial date '5/28/202...' along the bottom border. No structural or constructional content, such as objects or dimensions, is visible in this crop."
}

{
  "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": "Expansion joint (in barrier)",
      "tag": "",
      "shape": "rectangular/vertical joint",
      "material": "preformed joint filler with silicone sealant",
      "count": 1,
      "note": "Shown in Plan, Elevation, and Side Elevation views"
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered (sloped face)",
      "material": "concrete",
      "count": 1,
      "note": "Side elevation shows tapered barrier profile with chamfer and joint"
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "linear edge chamfer",
      "material": "concrete",
      "count": 1,
      "note": "3/4\" chamfer at barrier edge"
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "preformed filler material",
      "count": 1,
      "note": "1\" thick, spans joint width"
    },
    {
      "name": "Silicone sealant",
      "tag": "",
      "shape": "linear bead",
      "material": "low modulus silicone (Type A)",
      "count": 1,
      "note": "Applied at joint face"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer size",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "barrier edge chamfer"
    },
    {
      "label": "Joint filler cover (plan)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, plan view top"
    },
    {
      "label": "Joint filler cover (plan)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, plan view bottom"
    },
    {
      "label": "Preformed joint filler thickness",
      "value": "1",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Joint filler cover (elevation)",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "preformed joint filler, elevation view top"
    },
    {
      "label": "Offset dimension",
      "value": "3",
      "unit": "in",
      "appliesTo": "side elevation, base of barrier"
    }
  ],
  "notes": [
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "JOINTS"
  ],
  "description": "This crop is a detail sheet showing the construction of a 1-inch expansion joint within a concrete barrier, illustrated in plan, elevation, and side elevation views. It specifies a 3/4-inch chamfer, 1-inch preformed joint filler, and low modulus silicone sealant (Type A) at the joint, with the filler held in place using 10d galvanized nails. The side elevation shows the tapered barrier profile with a 3-inch offset dimension near its base."
}

{
  "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."
}