GDOT20

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "tapered longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Transition rises from the end-post connection toward the right."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "sloped rectangular member",
      "material": "",
      "count": 1,
      "note": "Called out as 12\" PAVING REST."
    }
  ],
  "measurements": [
    {
      "label": "barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "dimension at end-post connection",
      "value": "2\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "barrier transition end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope, vertical leg",
      "value": "1",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope, horizontal leg",
      "value": "18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION DETAIL"
    }
  ],
  "notes": [
    "12\" PAVING REST",
    "END POST"
  ],
  "labels": [
    "BARRIER TRANSITION",
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop shows a barrier transition detail in longitudinal profile. It documents the tapered transition from an end post, including the paving rest, overall transition length, end height, and indicated 1:18 slope."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "preformed silicone joint seal",
      "tag": "*",
      "shape": "profiled extruded seal",
      "material": "silicone",
      "count": 1,
      "note": "Installed within the expansion joint opening."
    },
    {
      "name": "silicone adhesive",
      "tag": "",
      "shape": "",
      "material": "silicone",
      "count": 2,
      "note": "Shown at both sides of the joint seal."
    },
    {
      "name": "filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the joint seal."
    }
  ],
  "measurements": [
    {
      "label": "joint opening width",
      "value": "1 3/8″",
      "unit": "",
      "appliesTo": "preformed silicone joint seal"
    },
    {
      "label": "vertical dimension",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "preformed silicone joint seal"
    },
    {
      "label": "radius",
      "value": "1/4″ R",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "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"
  ],
  "description": "This crop shows an expansion joint detail for End Bents 1 and 4. It depicts a preformed silicone joint seal adhered at both sides over filler material held in place with galvanized nails."
}

{
  "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 for bridge work. It directs the reader to beam sheets for diaphragm location and states the reference face for barrier and fence post dimensions; a further note is only partially visible at the bottom."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class \"D\"",
      "tag": "",
      "shape": "",
      "material": "concrete, Class \"D\"",
      "count": null,
      "note": "Quantities tabulated as lump CY for left and right bridges."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Quantities tabulated as lump LB for left and right bridges."
    }
  ],
  "measurements": [
    {
      "label": "Left Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "Left Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "Left Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "Left Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Right Bridge Span 1 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "Right Bridge Span 2 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "99.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "Right Bridge Span 3 — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "75.0",
      "unit": "CY",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "Right Bridge Total — LUMP - CY SUPERSTR CONCRETE, CLASS \"D\"",
      "value": "249.0",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Left Bridge Span 1 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 1"
    },
    {
      "label": "Left Bridge Span 2 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 2"
    },
    {
      "label": "Left Bridge Span 3 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Left Bridge Span 3"
    },
    {
      "label": "Left Bridge Total — LUMP - LB SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Right Bridge Span 1 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20629",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 1"
    },
    {
      "label": "Right Bridge Span 2 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "28494",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 2"
    },
    {
      "label": "Right Bridge Span 3 — LUMP - LB SUPERSTR REINF STEEL",
      "value": "20639",
      "unit": "LB",
      "appliesTo": "Right Bridge Span 3"
    },
    {
      "label": "Right Bridge Total — LUMP - LB SUPERSTR REINF STEEL",
      "value": "69762",
      "unit": "LB",
      "appliesTo": "Right Bridge"
    }
  ],
  "notes": [],
  "labels": [
    "SUPERSTRUCTURE QUANTITIES",
    "ITEM",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "SPAN 1",
    "SPAN 2",
    "SPAN 3",
    "TOTAL"
  ],
  "description": "This crop is a superstructure quantities table for left and right bridges, each divided into three spans and a total. It tabulates Class \"D\" superstructure concrete in CY and superstructure reinforcing steel in LB."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "SPAN 2",
      "shape": "tapered trapezoidal plan area",
      "material": "",
      "count": 2,
      "note": "Two deck-plan areas are shown, one above and one below the construction centerline."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "longitudinal straight members",
      "material": "",
      "count": 12,
      "note": "Six beams are shown in each deck-plan area."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal edge member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the outside beam lines."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Shown at the center of each deck-plan area; callout states 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "deck fillet",
      "tag": "",
      "shape": "linear fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence posts",
      "tag": "",
      "shape": "linear posts along deck edges",
      "material": "",
      "count": null,
      "note": "Post locations are dimensioned under the label FENCE POST SPACING."
    },
    {
      "name": "reinforcement",
      "tag": "400B",
      "shape": "linear bar callout",
      "material": "",
      "count": 2,
      "note": "One callout is visible in each deck-plan area."
    },
    {
      "name": "reinforcement",
      "tag": "400C",
      "shape": "linear bar callout",
      "material": "",
      "count": 2,
      "note": "One callout is visible in each deck-plan area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "deck-width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "deck-width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "SPAN 2"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end fence-post offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end fence-post offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "edge beam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck fillet"
    },
    {
      "label": "beam skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "beams"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "400C"
    },
    {
      "label": "fence-post dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "gutter dimension",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "gutter"
    },
    {
      "label": "out-to-out dimension",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out-to-out dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "end offset dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "bearing/direction angle",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "81°-20'-05.0\", TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP **",
    "FENCE POST SPACING"
  ],
  "labels": [
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN 2",
    "DECK PLAN",
    "400B",
    "400C",
    "12-502D",
    "12-502E"
  ],
  "description": "This crop is a deck plan for Span 2, showing two tapered deck-plan areas separated by the construction centerline of SR 21. It identifies twelve beam centerlines, edge beams, central concrete diaphragms, deck fillets, fence-post spacing, PGL westbound and eastbound, and associated reinforcement/detail callouts."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered vertical section on rectangular base",
      "material": "",
      "count": null,
      "note": "Shown in side elevation only; material is not stated."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular vertical strip",
      "material": "",
      "count": null,
      "note": "Called out as 1 inch preformed joint filler."
    },
    {
      "name": "low modulus silicone sealant",
      "tag": "TYPE A",
      "shape": "narrow joint seal",
      "material": "silicone",
      "count": null,
      "note": "Shown at the bottom of the expansion joint."
    },
    {
      "name": "chamfer",
      "tag": "",
      "shape": "chamfered edge",
      "material": "",
      "count": null,
      "note": "Shown in plan."
    },
    {
      "name": "galvanized nails",
      "tag": "",
      "shape": "",
      "material": "galvanized",
      "count": null,
      "note": "Specified to hold the joint filler in place."
    }
  ],
  "measurements": [
    {
      "label": "CHAMFER",
      "value": "3/4″",
      "unit": "",
      "appliesTo": "chamfer"
    },
    {
      "label": "Joint dimension",
      "value": "3/4″",
      "unit": "",
      "appliesTo": "expansion joint, plan"
    },
    {
      "label": "Joint dimension",
      "value": "3/4″",
      "unit": "",
      "appliesTo": "expansion joint, plan"
    },
    {
      "label": "Joint dimension",
      "value": "3/4″",
      "unit": "",
      "appliesTo": "expansion joint, elevation"
    },
    {
      "label": "PREFORMED JOINT FILLER",
      "value": "1″",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "Joint dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "barrier side elevation"
    },
    {
      "label": "Nails",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails"
    }
  ],
  "notes": [
    "3/4″ CHAMFER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "1″ PREFORMED JOINT FILLER",
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1″ EXPANSION JOINT IN BARRIER",
    "NO SCALE"
  ],
  "description": "This crop shows a no-scale detail for a 1 inch expansion joint in a barrier. It includes plan, elevation, and side-elevation representations of preformed joint filler, low modulus silicone sealant (Type A), chamfers, and the tapered barrier section."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "B.F.P.R. or construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Shown crossing the main slab reinforcement at a skew."
    },
    {
      "name": "Main slab reinforcement",
      "tag": "",
      "shape": "bent reinforcing bars",
      "material": "",
      "count": null,
      "note": "Bars are shown bent at the skewed joint."
    },
    {
      "name": "Reinforcing bar",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": "Callout points to a bar bent at the joint."
    }
  ],
  "measurements": [
    {
      "label": "Clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "B.F.P.R. or construction joint"
    }
  ],
  "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.",
    "℄ BRIDGE",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. It illustrates reinforcement bent at the joint, including the *500B bar, with a 2-inch clearance callout and associated Georgia DOT placement note."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcement bars",
      "tag": "400 BARS",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Located in top of slab; pairs referenced in Note 5."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Placed between each pair of 400 BARS over intermediate BENTS 2 AND 3."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bents",
      "tag": "BENTS 2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "2-600"
    }
  ],
  "notes": [
    "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 is a reinforcement notes block containing Notes 5 and 6. It documents additional bars in the top of slab over intermediate Bents 2 and 3 and requirements for staggering and alternating bar lap splices."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Deck Plan - 2 of 3"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 2 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0005",
    "BRIDGE SHEET",
    "5 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0005.dgn",
    "GEORGIA REGISTERED ENGINEER",
    "No.19371",
    "PROFESSIONAL",
    "ARUNA SASTRY"
  ],
  "description": "This crop is the bridge drawing title block for a Georgia Department of Transportation bridge sheet. It identifies the sheet as “DECK PLAN - 2 OF 3” for SR 21 @ NS #620272Y in Jenkins County, drawing number 35-0005, Bridge Sheet 5 of 21."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Deck",
      "tag": "",
      "shape": "trapezoidal plan outline",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are visible, separated at the CONSTRUCTION ℄ SR 21 line."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1-12",
      "shape": "parallel rectangular plan lines",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck area and Beams 7 through 12 in the lower deck area."
    },
    {
      "name": "Edgebeam",
      "tag": "",
      "shape": "longitudinal edge member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular strip",
      "material": "concrete",
      "count": 4,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP.; two diaphragm locations are visible in each deck area."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "edge fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "Fence post",
      "tag": "",
      "shape": "circular plan symbol",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the transverse deck edges; spacing is labeled FENCE POST SPACING."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Deck width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Deck width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "End offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "End offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Outer offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Longitudinal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Deck"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "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": [
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "400B",
    "400C",
    "I2-502D",
    "I2-502E",
    "SPAN 2",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span 2, showing two adjacent trapezoidal deck areas at the CONSTRUCTION ℄ SR 21 line. It identifies centerlines for Beams 1 through 12, edgebeams, concrete diaphragms, fillets, fence-post spacing, PGL WESTBOUND, and PGL EASTBOUND."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown in plan, elevation, and side elevation as portions of the same barrier expansion-joint detail."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Detail is titled as a 1\" expansion joint in barrier."
    },
    {
      "name": "Preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Shown between barrier faces."
    },
    {
      "name": "Low modulus silicone sealant",
      "tag": "TYPE A",
      "shape": "bead",
      "material": "silicone",
      "count": null,
      "note": "Shown at the joint opening."
    },
    {
      "name": "Galvanized nails",
      "tag": "10d",
      "shape": "",
      "material": "galvanized",
      "count": null,
      "note": "Used to hold the joint filler in place."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Barrier"
    },
    {
      "label": "Joint edge dimension",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Joint edge dimension",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Joint edge dimension",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Preformed joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Preformed joint filler"
    },
    {
      "label": "Sealant depth/height",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Low modulus silicone sealant (TYPE A)"
    },
    {
      "label": "Nail designation",
      "value": "10d",
      "unit": "",
      "appliesTo": "Galvanized nails"
    },
    {
      "label": "Expansion joint width",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    }
  ],
  "notes": [
    "3/4\" CHAMFER",
    "LOW MODULUS SILICONE SEALANT (TYPE A)",
    "1\" PREFORMED JOINT FILLER",
    "HOLD IN PLACE WITH 10d GALV. NAILS."
  ],
  "labels": [
    "PLAN",
    "ELEVATION",
    "SIDE ELEVATION",
    "DETAILS OF 1\" EXPANSION JOINT IN BARRIER",
    "NO SCALE",
    "NTS"
  ],
  "description": "This crop shows details of a 1-inch expansion joint in a barrier, including plan, elevation, and side-elevation views. The joint uses 1-inch preformed joint filler, low modulus silicone sealant (Type A), chamfered joint edges, and galvanized nails to hold the filler in place."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 5,
      "note": "Bars are shown bent at the skewed joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "skewed line",
      "material": "",
      "count": 1,
      "note": "Identified as B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars"
    },
    {
      "label": "partial dimension",
      "value": "3/4",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "2\" CL.",
    "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": [
    "AT B.F.P.R. OR CONST. JOINT",
    "℄ BRIDGE",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "LOW SEAL (partial)"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five bent bars identified by the *500B callout are depicted with a 2-inch clear dimension at the joint."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck",
      "tag": "SPAN 3",
      "shape": "tapered quadrilateral",
      "material": "",
      "count": 1,
      "note": "Deck plan shown in two roadway portions separated at the construction centerline."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 12",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Beams 1-6 are in the upper portion and Beams 7-12 are in the lower portion."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP. at the left outside beam line of each portion."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Endwalls are called out at the exterior beam ends."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "linear",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "point/circular symbol",
      "material": "",
      "count": null,
      "note": "Fence-post locations and spacing are shown along the deck ends."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3 deck"
    },
    {
      "label": "deck width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3 deck"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "fence post spacing"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "dimension at circled symbols",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "gutter-to-outside dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck edge/gutter"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "construction centerline to PGL westbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "construction centerline to PGL eastbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "fence-post spacing segment",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "6'-8³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence-post spacing segment",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "end post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "upper intermediate dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "upper intermediate dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "upper overall intermediate dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "upper deck portion"
    },
    {
      "label": "construction centerline dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "lower intermediate dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "lower deck portion"
    },
    {
      "label": "lower intermediate dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "lower deck portion"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck/skew line"
    },
    {
      "label": "bearing/orientation angle",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "construction centerline"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan for a bridge, showing a skewed deck arranged in upper and lower portions about the construction centerline of SR 21. It identifies Beams 1 through 12, endwalls, edgebeams, concrete diaphragms, paving rests, fence-post spacing, PGL westbound and eastbound, and deck dimensions."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/8” = 1’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge Sheet",
      "value": "6 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK PLAN - 3 OF 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0006",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "DATE",
    "REVISIONS",
    "BY",
    "I INCH WHEN PRINTED FULL SIZE",
    "0019181_0006.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNNA SASTRY"
  ],
  "description": "This crop shows the drawing title block for a Georgia Department of Transportation bridge sheet. The sheet is titled \"DECK PLAN - 3 OF 3\" for SR 21 @ NS #620272Y in Jenkins County, drawing no. 35-0006, Bridge Sheet 6 of 21."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "SPAN 3",
      "shape": "tapered trapezoidal plan outline",
      "material": "",
      "count": 1,
      "note": "Deck plan bounded by endwalls and exterior beam lines."
    },
    {
      "name": "Beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 12",
      "shape": "rectangular plan lines",
      "material": "",
      "count": 12,
      "note": "Beams 1-6 are shown on the westbound side of Bent 4 and Beams 7-12 on the eastbound side."
    },
    {
      "name": "Bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "transverse line",
      "material": "",
      "count": 1,
      "note": "Bent reference line crosses the deck plan between Beam 6 and Beam 7."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" ENDWALL at the outer ends; outside exterior-beam endwall condition is also shown."
    },
    {
      "name": "Concrete diaphragm",
      "tag": "",
      "shape": "rectangular transverse strip",
      "material": "concrete",
      "count": 2,
      "note": "10\" CONCRETE DIAPHRAGM, TYP. shown at the center of each half of the span."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "rectangular longitudinal strip",
      "material": "",
      "count": 2,
      "note": "12\" PAVING REST shown along the exterior side."
    },
    {
      "name": "Fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "8\" FILLET, TYP. at beam/endwall interfaces."
    },
    {
      "name": "Fence post",
      "tag": "* / ** / END POST",
      "shape": "point symbol",
      "material": "",
      "count": null,
      "note": "Posts are indicated along the deck edges; an END POST is labeled near the center-right edge."
    }
  ],
  "measurements": [
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Dimension at Beam 1 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "Dimension at Beam 1 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Edge depth",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Outside exterior beam endwall",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "End-post offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate overall width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge deck length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate overall width",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Intermediate deck width",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge deck length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "Outside exterior beam endwall",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Edgebeam"
    },
    {
      "label": "Fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Fillet"
    },
    {
      "label": "Concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "Concrete diaphragm"
    },
    {
      "label": "Endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Endwall"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Paving rest"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Dimension at Beam 12 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 12"
    },
    {
      "label": "Dimension at Beam 12 end",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "℄ BEAM 12"
    },
    {
      "label": "Fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Edge offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Fence post"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "SPAN 3"
    },
    {
      "label": "Edge depth",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Bridge deck"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "1'-0\" EDGEBEAM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST",
    "81°-20'-05.0\", TYP.",
    "CONSTRUCTION ℄ SR 21"
  ],
  "labels": [
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan for a bridge, showing the plan geometry from the westbound side through Bent 4 to the eastbound side. It identifies twelve beam centerlines, deck-edge fence-post spacing, endwalls, fillets, paving rests, and typical concrete diaphragms."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section through slab supported on six beams."
    },
    {
      "name": "beams",
      "tag": "℄ BEAM 1–℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Four interior and two exterior beams are visible."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; required construction joint is called out at the right barrier."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as not shown."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "slab reinforcement",
      "tag": "502",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "slab reinforcement",
      "tag": "30-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 30,
      "note": "Spaced as shown."
    },
    {
      "name": "slab reinforcement",
      "tag": "500A",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Called out at 6½ in. spacing."
    },
    {
      "name": "slab reinforcement",
      "tag": "501",
      "shape": "linear bars",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "beam reinforcement",
      "tag": "6-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 6,
      "note": "At equal spaces at each exterior beam."
    },
    {
      "name": "beam reinforcement",
      "tag": "14-400A",
      "shape": "linear bars",
      "material": "steel",
      "count": 14,
      "note": "At equal spaces, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D”",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D”",
      "value": "9⅝″",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab between beams"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Out to out",
      "value": "43′-7″",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "Gutter to gutter",
      "value": "40′-0″",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "",
      "value": "34′-0″",
      "unit": "",
      "appliesTo": "left portion of section width"
    },
    {
      "label": "",
      "value": "6′-0″",
      "unit": "",
      "appliesTo": "right portion of section width"
    },
    {
      "label": "",
      "value": "22′-0″",
      "unit": "",
      "appliesTo": "partial dimension at right of crop"
    },
    {
      "label": "",
      "value": "14′-2½″",
      "unit": "",
      "appliesTo": "partial dimension at right of crop"
    },
    {
      "label": "",
      "value": "1½″",
      "unit": "",
      "appliesTo": "slab edge dimension, each side"
    },
    {
      "label": "",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "slab edge/overhang dimension, each side"
    },
    {
      "label": "Slab reinforcement spacing",
      "value": "6½″",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Cover / clearance",
      "value": "2¼″",
      "unit": "CL.",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Cover / clearance",
      "value": "1″",
      "unit": "CL.",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum dimension",
      "value": "3′-0″",
      "unit": "",
      "appliesTo": "right slab edge; TYP."
    },
    {
      "label": "Barrier / slab edge dimension",
      "value": "8″",
      "unit": "",
      "appliesTo": "right edge"
    },
    {
      "label": "Construction-joint-related dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "right barrier edge"
    },
    {
      "label": "Drip bead size",
      "value": "¾″",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Exterior beam dimension",
      "value": "4⅜″",
      "unit": "",
      "appliesTo": "each exterior beam area"
    },
    {
      "label": "Typical dimension",
      "value": "3″",
      "unit": "",
      "appliesTo": "beam reinforcement locations"
    },
    {
      "label": "Exterior beam spacing",
      "value": "3′-0½″",
      "unit": "",
      "appliesTo": "from slab edge to ℄ BEAM 1 and ℄ BEAM 6"
    },
    {
      "label": "Beam spacing",
      "value": "7′-6″",
      "unit": "",
      "appliesTo": "between beam centerlines"
    },
    {
      "label": "Reinforcement quantity",
      "value": "30",
      "unit": "",
      "appliesTo": "30-400A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "6",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement quantity",
      "value": "14",
      "unit": "",
      "appliesTo": "14-400A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN END BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅝″ EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½″",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "℄ ¾″ TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse cross section through the bridge deck slab, including the two edge barriers and six I-girders below. It documents slab geometry, beam spacing, deck reinforcement callouts, construction-joint and drip-bead requirements; a small portion of another detail is cropped at the lower right."
}

{
  "view": "Legend",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY"
  ],
  "description": "This crop shows a symbol key/legend identifying the centerline for SR 21/MILLEN BYPASS, construction, and symmetry. A dashed vertical reference line with arrows is shown at left; a partial unlabelled outlined shape is visible at the lower right."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Longitudinal section through slab over intermediate bents."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "flared pedestal",
      "material": "",
      "count": 2,
      "note": "Two bents are visible below the slab."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Partial barrier/parapet is visible at the left end of the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "58-600",
      "shape": "circular sections",
      "material": "reinforcing steel",
      "count": null,
      "note": "Bars are shown in the slab; the callout refers to top-of-slab bars over intermediate bents."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement designation",
      "value": "58-600",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600 top-of-slab reinforcement"
    },
    {
      "label": "bars",
      "value": "400",
      "unit": "",
      "appliesTo": "top of slab over intermediate bents"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop is a bridge longitudinal section showing a deck slab supported on two intermediate bents. A partial tapered barrier/parapet is shown at the left, and a reinforcement callout identifies top-of-slab bars over the intermediate bents."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Located within the beam section; labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a portion of the beam cross section is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown as two bars at the upper portion and two bars at the lower portion of the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Four bars are called out in the diaphragm."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout points to reinforcement within the diaphragm."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "concrete diaphragm width",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "offset to dashed line",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "clearance, typical",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "10\" CONC. DIAPH.",
    "TOP OF BEAM",
    "1 1/2\" CL. TYP.",
    "1\" DIA. PLAIN BAR"
  ],
  "labels": [],
  "description": "This crop shows a cross section through a concrete diaphragm located within a beam. It documents the diaphragm reinforcement arrangement, including bars identified as 507A, 402A, and 403A, plus a 1-inch-diameter plain bar."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab spans over the girders."
    },
    {
      "name": "girders",
      "tag": "",
      "shape": "bulb-T / I-girder-like",
      "material": "",
      "count": 5,
      "note": "Five girder cross sections are visible beneath the slab."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Callout reads 7-403A at equal spaces."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Two separate 2-507A callouts are shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "straight bars",
      "material": "",
      "count": null,
      "note": "Callout reads 4-402A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Called out as 1-inch diameter plain bar."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "tapered vertical posts",
      "material": "",
      "count": 2,
      "note": "Fence is indicated at both slab edges; note states fence not shown, typical."
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "7-403A",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "end spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "4-402A",
      "unit": "",
      "appliesTo": "402A reinforcement bars"
    },
    {
      "label": "reinforcement quantity and mark",
      "value": "2-507A",
      "unit": "",
      "appliesTo": "507A reinforcement bars"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "AT EQUAL SPACES",
    "1\" DIAMETER PLAIN BAR"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a section titled SECTION THRU SLAB, showing a sloped deck slab supported on five girder cross sections. Reinforcement callouts, the SR 21 WB profile grade line reference, and typical fence indications at the slab edges are shown."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly crowned slab",
      "material": "",
      "count": 1,
      "note": "Shown spanning over the girders."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "At both outside edges of deck."
    },
    {
      "name": "parapet / barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One at each outside edge; fence noted but not shown."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six parallel girders are visible in the section."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-509",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the deck/girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-508",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the deck/girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-802",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the lower girder region."
    },
    {
      "name": "reinforcement / callout item",
      "tag": "I-801",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Leader points to the lower girder region."
    }
  ],
  "measurements": [
    {
      "label": "deck thickness, typical",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end spacing",
      "value": "2”",
      "unit": "",
      "appliesTo": "deck slab / girder spacing dimension"
    },
    {
      "label": "equal spacing dimension",
      "value": "8-404",
      "unit": "",
      "appliesTo": "girders"
    },
    {
      "label": "end spacing",
      "value": "2”",
      "unit": "",
      "appliesTo": "deck slab / girder spacing dimension"
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.",
    "NOTE: BEARING PADS NOT SHOWN"
  ],
  "labels": [
    "AT EQUAL SPACES",
    "SR 21 WB = PGL"
  ],
  "description": "This crop is a transverse cross section through a bridge superstructure. It shows a crowned deck slab supported by six I-girders, with edge beams and tapered outside parapets/barriers; bearing pads and fence are specifically noted as not shown."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/8″ = 1′-0″",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0007",
    "BRIDGE SHEET 7 OF 21",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0007.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the project title block for Bridge Sheet 7 of 21. The sheet is titled “DECK SECTION - SPANS 1 AND 3” for SR 21 @ NS #620272Y in Jenkins County, Georgia; no construction detail or quantity information is visible within this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced by the section title and form-removal note."
    },
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note."
    },
    {
      "name": "deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in note."
    }
  ],
  "measurements": [
    {
      "label": "Time after deck pour before edge beam forms may be removed",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "Concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [
    "SECTION THRU EDGE BEAM"
  ],
  "description": "This crop contains the title for a section through an edge beam and a construction note governing removal of edge beam forms. No section geometry or dimensions are visible in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section thru slab."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1–CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beams are shown in cross section."
    },
    {
      "name": "edge barrier / parapet",
      "tag": "",
      "shape": "tapered vertical profile",
      "material": "",
      "count": 2,
      "note": "One at each slab edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At every 500A, typ."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "circular in section",
      "material": "steel",
      "count": null,
      "note": "At 6 1/2 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces, typ."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typ."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Full length of bridge, typ."
    }
  ],
  "measurements": [
    {
      "label": "Dimension D, interior beams",
      "value": "8 3/4\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Dimension D, exterior beams",
      "value": "9 5/8\"",
      "unit": "in",
      "appliesTo": "D"
    },
    {
      "label": "Constant 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"
    },
    {
      "label": "Overall width, out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Width",
      "value": "14'-2 1/2\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1 1/2\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Edge offset",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 1/2\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "Cover",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "Minimum width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Barrier / overhang thickness",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "edge barrier / parapet"
    },
    {
      "label": "Construction-joint offset",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "construction joint"
    },
    {
      "label": "Drip bead size",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Beam-end offset",
      "value": "4 3/8\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam-end spacing",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "3'-0 1/2\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "Dimension, partial lower-right view",
      "value": "2\"",
      "unit": "in",
      "appliesTo": ""
    }
  ],
  "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 5/8\" 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",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "CL SR 21/MILLEN…",
    "= CL CONSTRUCT…",
    "= CL SYMMETRY",
    "SEC…"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with slab reinforcement, edge barriers, and deck geometry dimensions. It also includes notes governing dimension D, slab thickness, construction joints, and a triangular drip bead; a separate lower-right view is only partially visible."
}