GDOT19

{
  "view": "Detail",
  "objects": [
    {
      "name": "preformed silicone joint seal",
      "tag": "*",
      "shape": "profiled",
      "material": "silicone",
      "count": 1,
      "note": "Installed within the expansion joint opening."
    },
    {
      "name": "silicone adhesive",
      "tag": "",
      "shape": "irregular fillets",
      "material": "silicone",
      "count": 2,
      "note": "Shown at both sides of the joint seal."
    },
    {
      "name": "filler material",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Hatched filler below the joint seal."
    },
    {
      "name": "joint opening",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown between two adjacent structural faces."
    }
  ],
  "measurements": [
    {
      "label": "joint opening width",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "joint opening"
    },
    {
      "label": "vertical dimension",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "joint opening"
    },
    {
      "label": "radius",
      "value": "1/4\" R",
      "unit": "",
      "appliesTo": "joint opening"
    }
  ],
  "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 installed in a 1 3/8 inch opening, with silicone adhesive at each side and filler material below."
}

{
  "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 contains a notes block for bridge work. It directs the reader to beam sheets for diaphragm locations and defines the reference face for barrier and fence post dimensions."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Superstructure concrete, Class “D”",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed as a lump-sum quantity item."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed as a lump-sum quantity item."
    }
  ],
  "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 documents lump-sum quantities for Class “D” superstructure concrete and superstructure reinforcing steel."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "tapered rectangular plan area",
      "material": "",
      "count": 2,
      "note": "Two deck-plan areas are shown, separated by the construction centerline."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "longitudinal tapered member",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "beam",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "longitudinal parallel members",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are visible in the upper deck area and Beams 7 through 12 in the lower deck area."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear edge fillet",
      "material": "",
      "count": null,
      "note": "Called out as 8\" FILLET, TYP."
    },
    {
      "name": "fence",
      "tag": "12-502D",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated fence callout along deck edges; fence post spacing is dimensioned."
    },
    {
      "name": "fence end section",
      "tag": "12-502E",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Occurs at the right-side end portions of the fence."
    },
    {
      "name": "member",
      "tag": "400B",
      "shape": "longitudinal",
      "material": "",
      "count": null,
      "note": "Tag points to a longitudinal member in each deck area."
    },
    {
      "name": "member",
      "tag": "400C",
      "shape": "longitudinal",
      "material": "",
      "count": null,
      "note": "Tag points to a longitudinal member in each deck area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck-width segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck-width end segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "12-502D"
    },
    {
      "label": "fence post spacing",
      "value": "9'-10½\"",
      "unit": "",
      "appliesTo": "12-502D"
    },
    {
      "label": "end offset",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "end offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "fillet size",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "minimum lap",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "400C"
    },
    {
      "label": "dimension at marked symbols",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension at PGL westbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL WESTBOUND"
    },
    {
      "label": "dimension at PGL eastbound",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "PGL EASTBOUND"
    },
    {
      "label": "typical angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "construction centerline angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "CONSTRUCTION C SR 21"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION C 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": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION C SR 21",
    "SPAN 2",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for SPAN 2, showing two tapered deck areas and the bridge framing identified as C BEAM 1 through C BEAM 12. The plan documents deck width, beam layout, edge beams, diaphragms, fence-post spacing, gutter-to-gutter and out-to-out dimensions, and the westbound and eastbound PGL locations."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier segments at expansion joint",
      "tag": "",
      "shape": "rectangular in plan/elevation; tapered profile in side elevation",
      "material": "",
      "count": 2,
      "note": "Shown separated by a 1\" expansion joint."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Placed between barrier segments."
    },
    {
      "name": "low modulus silicone sealant",
      "tag": "TYPE A",
      "shape": "linear joint seal",
      "material": "silicone",
      "count": null,
      "note": "At joint face."
    },
    {
      "name": "chamfer",
      "tag": "",
      "shape": "chamfered edge",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "galvanized nails",
      "tag": "",
      "shape": "",
      "material": "galvanized",
      "count": null,
      "note": "Used to hold joint filler in place."
    }
  ],
  "measurements": [
    {
      "label": "CHAMFER",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "chamfer"
    },
    {
      "label": "",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "joint detail in plan"
    },
    {
      "label": "PREFORMED JOINT FILLER",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "joint detail in elevation"
    },
    {
      "label": "",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "side elevation joint recess"
    },
    {
      "label": "GALV. 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 is a detail for a 1-inch expansion joint in a barrier, shown in plan, elevation, and side elevation. It depicts preformed joint filler, low modulus silicone sealant (Type A), chamfering, and galvanized nails used to hold the filler in place."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent",
      "material": "steel",
      "count": 5,
      "note": "Bars are shown bending at the skewed joint; detail is diagrammatic."
    },
    {
      "name": "B.F.P.R. or construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Shown diagonally across the detail."
    }
  ],
  "measurements": [
    {
      "label": "clear distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars / 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": [
    "CL BRIDGE",
    "AT B.F.P.R. OR CONST. JOINT",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE",
    "LOW SEA (partial)"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five representative bent reinforcement bars are depicted relative to the bridge centerline, with a 2-inch clear dimension at the joint."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bent",
      "tag": "2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as intermediate bents."
    },
    {
      "name": "bars",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in top of slab."
    }
  ],
  "measurements": [
    {
      "label": "bar designation/quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "bars between each pair of 400 bars"
    },
    {
      "label": "length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "2-600 bars"
    }
  ],
  "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 contains reinforcement notes for the top of a slab over intermediate Bents 2 and 3. It specifies 2-600 bars between each pair of 400 bars and requires lap splices to be staggered and alternated."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/8” = 1’-0”",
      "unit": "",
      "appliesTo": "Deck Plan - 2 of 3"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "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",
    "0019181_0005.dgn"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge drawing. The sheet is titled “DECK PLAN - 2 OF 3” for SR 21 @ NS #620272Y in Jenkins County, with drawing and bridge-sheet identification, scale, consultant information, and design-review fields."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, skewed",
      "material": "",
      "count": 2,
      "note": "Separate westbound and eastbound deck areas are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–12",
      "shape": "longitudinal rectangular",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are in the upper deck area and Beams 7 through 12 are in the lower deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "longitudinal rectangular",
      "material": "",
      "count": 4,
      "note": "Called out as typical 1'-0\" edgebeam at the outer deck edges."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular",
      "material": "concrete",
      "count": 2,
      "note": "Shown at the middle of each deck area; called out as typical."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at beam/edgebeam locations as typical."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "point/circular symbol",
      "material": "",
      "count": null,
      "note": "Post locations are indicated along the outside deck edges with fence-post-spacing dimensions."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "400C",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502D",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Repeated callouts are shown along the deck edges."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-502E",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callouts are shown near the right-hand deck edges."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension segment",
      "value": "16'-4½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension segment",
      "value": "16'-6\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "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 slab"
    },
    {
      "label": "end offset",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "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": "reinforcement bar"
    },
    {
      "label": "dimension at outside edge",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "PGL offset shown",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension at circled asterisk callouts",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "8\" FILLET, TYP.",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "2'-0\" MIN. LAP"
  ],
  "labels": [
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "GUTTER TO GUTTER",
    "OUT TO OUT",
    "SPAN 2",
    "DECK PLAN"
  ],
  "description": "This crop is a deck plan for Span 2, showing two skewed deck areas identified by PGL WESTBOUND and PGL EASTBOUND. It shows twelve longitudinal beams, outer edgebeams, typical concrete diaphragms, deck reinforcement callouts, and fence-post-spacing layouts along the outside edges."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown in side elevation only."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown in plan and elevation representations of the expansion joint."
    },
    {
      "name": "low modulus silicone sealant",
      "tag": "TYPE A",
      "shape": "narrow joint sealant bead",
      "material": "silicone",
      "count": null,
      "note": "Shown at the bottom of the joint."
    },
    {
      "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": "in.",
      "appliesTo": "barrier expansion joint"
    },
    {
      "label": "plan joint edge dimension",
      "value": "3/4\"",
      "unit": "in.",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "plan joint edge dimension",
      "value": "3/4\"",
      "unit": "in.",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "in.",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "elevation joint edge dimension",
      "value": "3/4\"",
      "unit": "in.",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "in.",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "side elevation dimension",
      "value": "3\"",
      "unit": "in.",
      "appliesTo": "barrier expansion joint"
    },
    {
      "label": "nail size",
      "value": "10d",
      "unit": "",
      "appliesTo": "galvanized nails"
    },
    {
      "label": "expansion joint width",
      "value": "1\"",
      "unit": "in.",
      "appliesTo": "barrier 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 a no-scale detail for a 1-inch expansion joint in a barrier, including plan, elevation, and side-elevation representations. The joint detail identifies preformed joint filler, low modulus silicone sealant (Type A), chamfers, and galvanized nails for holding the filler in place."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bar",
      "tag": "*500B",
      "shape": "bent",
      "material": "",
      "count": 5,
      "note": "Bars shown adjacent to skewed B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "*500B"
    }
  ],
  "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 bent 500B bars at the diagonal joint line with a 2 inch clear-cover callout and references Georgia DOT placement requirements."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan areas are shown, separated by the construction centerline area."
    },
    {
      "name": "beams",
      "tag": "BEAM 1 through BEAM 12",
      "shape": "parallel linear members",
      "material": "",
      "count": 12,
      "note": "Beams are individually identified as BEAM 1 through BEAM 12."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular transverse diaphragm",
      "material": "concrete",
      "count": 2,
      "note": "Called out as typical 10 inch concrete diaphragm."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callouts identify 1'-6\" ENDWALL and 3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Called out as 12 inch paving rest."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 8 inch fillet, typical."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "fence posts",
      "tag": "",
      "shape": "point symbols along deck edge",
      "material": "",
      "count": null,
      "note": "Fence post spacing and end posts are dimensioned."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "point symbol",
      "material": "",
      "count": 2,
      "note": "One end post is shown at each side of the central construction-centerline area."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "linear support line",
      "material": "",
      "count": null,
      "note": "B.F.P.R. BENT 4 is identified at the right side of each deck-plan area."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck-width segment",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "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 posts"
    },
    {
      "label": "edgebeam width",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "fillet"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "endwall thickness",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "central separation",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "segment dimension",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "segment dimension",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "overall intermediate dimension",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "construction-centerline dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "segment dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "segment dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "end-post spacing",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "bearing/direction",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "construction centerline"
    }
  ],
  "notes": [
    "1'-0\" EDGEBEAM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL"
  ],
  "labels": [
    "SPAN 3",
    "DECK PLAN",
    "FENCE POST SPACING",
    "CONSTRUCTION ℄ SR 21",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "B.F.P.R. BENT 4",
    "400A",
    "12-502A",
    "12-502B",
    "12-502C",
    "**",
    "*"
  ],
  "description": "This crop is the SPAN 3 DECK PLAN for a skewed bridge deck arrangement. It shows two adjacent deck-plan areas with BEAM 1 through BEAM 12, deck-edge fence-post layout, diaphragms, endwalls, paving rests, and dimensions. Construction centerline SR 21 and the PGL WESTBOUND and PGL EASTBOUND lines are identified."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "⅛″ = 1′-0″",
      "unit": "",
      "appliesTo": "Deck Plan - 3 of 3"
    }
  ],
  "notes": [
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "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",
    "BRIDGE SHEET",
    "6 OF 21",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0006.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the project title block for a Georgia Department of Transportation bridge sheet. The sheet is identified as “DECK PLAN - 3 OF 3” for SR 21 @ NS #620272Y in Jenkins County, with drawing number 35-0006 and bridge sheet 6 of 21."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular plan areas with skewed sides",
      "material": "",
      "count": 2,
      "note": "Two parallel deck areas are shown, identified by PGL WESTBOUND and PGL EASTBOUND."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1-12",
      "shape": "parallel longitudinal beam lines",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the westbound deck area and Beams 7 through 12 in the eastbound deck area."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "longitudinal edge beam",
      "material": "",
      "count": null,
      "note": "Called out as typical."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "skewed transverse wall",
      "material": "",
      "count": null,
      "note": "Both 3'-0\" outside exterior beam and 1'-6\" endwall callouts are shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "transverse rectangular diaphragm",
      "material": "concrete",
      "count": null,
      "note": "Called out as typical between beams."
    },
    {
      "name": "fillet",
      "tag": "",
      "shape": "linear fillet",
      "material": "",
      "count": null,
      "note": "8\" fillet, typical, is called out."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "longitudinal strip",
      "material": "",
      "count": null,
      "note": "12\" paving rest is called out at the exterior sides."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "post symbols along deck edges",
      "material": "",
      "count": null,
      "note": "Fence post spacing and end posts are shown."
    },
    {
      "name": "gutter",
      "tag": "",
      "shape": "longitudinal strip",
      "material": "",
      "count": null,
      "note": "Gutter-to-gutter dimensions are shown for both deck areas."
    }
  ],
  "measurements": [
    {
      "label": "deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "deck width subdivision",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "upper deck; three equal subdivisions shown"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "upper deck left end"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "upper deck; repeated spacings shown"
    },
    {
      "label": "end offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "upper deck right end"
    },
    {
      "label": "dimension",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": "between ℄ BEAM 1 and ℄ BEAM 2; two dimensions shown"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "upper deck"
    },
    {
      "label": "exterior dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "upper deck; shown at both outside edges"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2⅜\"",
      "unit": "",
      "appliesTo": "between the two deck areas, westbound-deck side"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "between the two deck areas; repeated spacings shown"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "between the two deck areas"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "between the two deck areas; repeated spacings shown"
    },
    {
      "label": "end post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "westbound deck right end"
    },
    {
      "label": "partial width",
      "value": "17'-2¾\"",
      "unit": "",
      "appliesTo": "westbound deck; left segment"
    },
    {
      "label": "partial width",
      "value": "17'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "westbound deck; right segment"
    },
    {
      "label": "width",
      "value": "51'-8⅜\"",
      "unit": "",
      "appliesTo": "westbound deck"
    },
    {
      "label": "dimension",
      "value": "52'-2¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "between deck areas at CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "partial dimension",
      "value": "17'-5¼\"",
      "unit": "",
      "appliesTo": "at CONSTRUCTION ℄ SR 21; two left segments shown"
    },
    {
      "label": "partial dimension",
      "value": "17'-4⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "at CONSTRUCTION ℄ SR 21; right segment"
    },
    {
      "label": "separation",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between PGL WESTBOUND and CONSTRUCTION ℄ SR 21"
    },
    {
      "label": "separation",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between CONSTRUCTION ℄ SR 21 and PGL EASTBOUND"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8¹³⁄₁₆\"",
      "unit": "",
      "appliesTo": "eastbound deck left end"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "eastbound deck; repeated spacings shown"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "eastbound deck"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "eastbound deck; repeated spacings shown"
    },
    {
      "label": "end post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "eastbound deck right end"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "eastbound deck"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "concrete diaphragm",
      "value": "10\"",
      "unit": "",
      "appliesTo": "typical"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "eastbound deck"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "eastbound deck"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "eastbound deck"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "eastbound deck"
    },
    {
      "label": "exterior dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "eastbound deck; shown at both outside edges"
    },
    {
      "label": "deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "lower eastbound deck edge"
    },
    {
      "label": "deck width subdivision",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "lower eastbound deck edge; three equal subdivisions shown"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "lower eastbound deck edge left end"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "lower eastbound deck edge; repeated spacings shown"
    },
    {
      "label": "end offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "lower eastbound deck edge right end"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "deck ends; typical"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E.",
      "unit": "",
      "appliesTo": "line through CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "FENCE POST SPACING",
    "1'-0\" EDGEBEAM, TYP.",
    "8\" FILLET, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "1'-6\" ENDWALL",
    "12\" PAVING REST"
  ],
  "labels": [
    "12-502A",
    "12-502B",
    "12-502C",
    "400A",
    "B.F.P.R. BENT 4",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "END POST",
    "SPAN 3",
    "DECK PLAN"
  ],
  "description": "This crop is the Span 3 deck plan. It shows parallel westbound and eastbound deck areas with twelve numbered beam centerlines, skewed deck ends, endwalls, edgebeams, diaphragms, paving rests, and fence-post layout dimensions. The plan also identifies the construction centerline of SR 21, westbound and eastbound profile grades, and Bent 4 references."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "slightly sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab across the bridge width."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam cross sections are shown beneath the slab."
    },
    {
      "name": "edge barrier / curb",
      "tag": "",
      "shape": "vertical tapered edge section",
      "material": "",
      "count": 2,
      "note": "One is shown at each deck edge; construction joint callout is at the right edge."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out as not shown, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout reads “SPACED AS SHOWN.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout reads “AT EQUAL SPACES, TYP.”"
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout reads “AT EQ. SPS.”"
    }
  ],
  "measurements": [
    {
      "label": "dimension D, interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "dimension D, exterior beams",
      "value": "9⅝”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "constant slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "edge dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "fence / deck edge"
    },
    {
      "label": "out to out width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "section width"
    },
    {
      "label": "gutter to gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck"
    },
    {
      "label": "width to PGL",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "left side of section"
    },
    {
      "label": "width from PGL",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "right side of section"
    },
    {
      "label": "width dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "right-side dimension line"
    },
    {
      "label": "width dimension",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": "right-side dimension line"
    },
    {
      "label": "clear cover",
      "value": "2½”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "deck cross slope",
      "value": "2",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3’-0”",
      "unit": "",
      "appliesTo": "right deck edge detail"
    },
    {
      "label": "drip-bead offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "edge reinforcing dimension",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "edge reinforcement"
    },
    {
      "label": "reinforcing dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "reinforcement at beams"
    },
    {
      "label": "beam 1 to exterior edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "beam centerline spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "beam 6 to exterior edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "℄ BEAM 6"
    },
    {
      "label": "reinforcement spacing callout",
      "value": "6½”",
      "unit": "",
      "appliesTo": "reinforcement callout 500A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅝” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½”",
    "50I 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",
    "OUT TO OUT",
    "GUTTER TO GUTTER",
    "SR 21 WB = PGL",
    "“D”",
    "SE (partial)"
  ],
  "description": "This crop is a transverse cross section through a bridge deck slab supported by six I-shaped beams. It documents deck width, beam spacing, slab thickness and slope, edge details, reinforcing callouts, fence location, and a typical triangular drip bead."
}

{
  "view": "Legend",
  "objects": [
    {
      "name": "centerline",
      "tag": "",
      "shape": "dash-dot line",
      "material": "",
      "count": null,
      "note": "Vertical line is shown with arrow callouts; associated text identifies SR 21/MILLEN BYPASS, construction, and symmetry centerlines."
    },
    {
      "name": "unidentified outlined element",
      "tag": "",
      "shape": "partial tapered polygonal outline",
      "material": "",
      "count": null,
      "note": "Only a cropped portion is visible at the lower right; no identifying label is visible."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY"
  ],
  "description": "This crop is a fragment of a legend or line-identification callout defining a centerline designation. It also contains a partial, unlabeled outlined element at the lower right, with insufficient visible information to identify it."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular, slightly sloping longitudinal profile",
      "material": "",
      "count": 1,
      "note": "Reinforcement is shown within the slab."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "tapered pedestal/pier",
      "material": "",
      "count": 2,
      "note": "Two bents are visible below the deck slab."
    },
    {
      "name": "tapered wall",
      "tag": "",
      "shape": "tapered polygonal",
      "material": "",
      "count": 1,
      "note": "Visible at the left end of the slab; its function is not labeled in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "longitudinal lines with circular bar ends",
      "material": "",
      "count": null,
      "note": "Bars are shown in the top and lower portions of the slab."
    }
  ],
  "measurements": [
    {
      "label": "top-of-slab reinforcement callout",
      "value": "58-600",
      "unit": "",
      "appliesTo": "deck slab reinforcement over intermediate bents"
    },
    {
      "label": "bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    },
    {
      "label": "bar designation",
      "value": "400",
      "unit": "",
      "appliesTo": "top-of-slab reinforcement over intermediate bents"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [],
  "description": "This crop shows a partial longitudinal elevation of a bridge deck slab supported on two intermediate bents. Reinforcement is depicted in the slab, with a callout for top-of-slab bars over the intermediate bents; a tapered unlabeled wall-like element is visible at the left end."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Labeled 10\" CONC. DIAPH."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only a cropped portion of the beam is visible."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Called out as 2-507A at both the upper and lower locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "402A",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Quantity and full geometry are not stated in this crop."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "CONC. DIAPH.",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension at top of beam",
      "value": "2\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "vertical dimension",
      "value": "2'-4\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "CL. TYP.",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "DIA. PLAIN BAR",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "notes": [
    "1 1/2\" CL. TYP.",
    "1\" DIA. PLAIN BAR"
  ],
  "labels": [
    "TOP OF BEAM"
  ],
  "description": "This crop shows a reinforcing detail for a 10-inch concrete diaphragm within a cropped portion of a beam. The detail identifies 507A, 402A, and 403A reinforcement, plus a 1-inch-diameter plain bar, relative to the top of beam."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "continuous flat slab with slight transverse slope",
      "material": "",
      "count": 1,
      "note": "Section is titled SECTION THRU SLAB."
    },
    {
      "name": "edge parapet/barrier",
      "tag": "",
      "shape": "tapered vertical profile on slab edge",
      "material": "",
      "count": 2,
      "note": "One is shown at each outer edge of the slab."
    },
    {
      "name": "girder-like supporting members",
      "tag": "",
      "shape": "repeated flanged rectangular sections",
      "material": "",
      "count": 5,
      "note": "Five repeated sections are visible below the slab; no member type or material is printed in this crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "403A",
      "shape": "linear bars",
      "material": "",
      "count": 7,
      "note": "Called out as 7-403A AT EQUAL SPACES."
    },
    {
      "name": "reinforcement bars",
      "tag": "507A",
      "shape": "linear bars",
      "material": "",
      "count": 4,
      "note": "Two separate callouts each read 2-507A."
    },
    {
      "name": "reinforcement bars",
      "tag": "402A",
      "shape": "linear bars",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402A."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1\" DIAMETER PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "slab slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "slab"
    },
    {
      "label": "spacing dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "spacing dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "403A reinforcement bars"
    },
    {
      "label": "bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    }
  ],
  "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 transverse section through a slab carrying a roadway profile identified as SR 21 WB = PGL. It shows a sloping slab with edge parapet/barrier profiles, five repeated supporting member sections below, and reinforcement callouts."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck is shown with a 2% slope."
    },
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Edge beams are at the outside faces of the exterior beams."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is visible at each deck edge."
    },
    {
      "name": "I-girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Supported on the stepped support below; bearing pads are noted as not shown."
    },
    {
      "name": "bent cap or beam support",
      "tag": "",
      "shape": "stepped rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion is visible in this crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-509",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to an upper longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-508",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to an upper longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-802",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to a lower longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "I-801",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to a lower longitudinal line within the girder/deck assembly."
    },
    {
      "name": "reinforcing bar",
      "tag": "2-800",
      "shape": "straight",
      "material": "",
      "count": null,
      "note": "Leader points to the top deck line."
    }
  ],
  "measurements": [
    {
      "label": "typical thickness/depth",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck edge"
    },
    {
      "label": "spacing/end dimension",
      "value": "2″",
      "unit": "",
      "appliesTo": "8-404 at equal spaces callout"
    },
    {
      "label": "reinforcement quantity/callout",
      "value": "8-404",
      "unit": "",
      "appliesTo": "deck reinforcement"
    },
    {
      "label": "cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "bridge 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 shows a transverse bridge superstructure section, with a sloped deck carried by six I-girders on a stepped support below. Tapered barriers/parapets are shown at both outside deck edges; fence is called out as not shown, and bearing pads are also noted as not shown."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Deck Section - Spans 1 and 3"
    },
    {
      "label": "Bridge sheet",
      "value": "7 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 SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0007",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "APRIL 2025",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0007.dgn",
    "GEORGIA REGISTERED ENGINEER",
    "No.19371",
    "PROFESSIONAL",
    "ARUNA SASTRY"
  ],
  "description": "This crop shows the bridge drawing title block for the Georgia Department of Transportation. It identifies the sheet as “DECK SECTION - SPANS 1 AND 3” for SR 21 @ NS #620272Y in Jenkins County, drawing number 35-0007, Bridge Sheet 7 of 21."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "form removal time",
      "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 a heading for a section through the edge beam and a construction note governing removal of edge beam forms. No graphical section or construction elements are visible within this crop."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown across six beams; 2% slope is indicated."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified."
    },
    {
      "name": "edge barrier / curb",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One is shown at each slab edge; fence is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint is called out at the right edge, parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called out as full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at 6½ in."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces, typical."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "slab width"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "slab width"
    },
    {
      "label": "left portion of deck width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "right portion of deck width",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "width to right edge from PGL reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "right-side width",
      "value": "14'-2½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge offset",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge thickness / offset",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge thickness / offset",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "overhang thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "overhang thickness",
      "value": "8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension D, interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "dimension D, exterior beams",
      "value": "9⅝\"",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "right deck edge"
    },
    {
      "label": "drip-bead dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "drip-bead size",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "beam-end spacing",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam-end spacing",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "typical spacing",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "typical spacing",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "end beam spacing",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "end beam spacing",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 6"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "partial adjacent view dimension",
      "value": "2\"",
      "unit": "",
      "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 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",
    "℄ SR 21/MILLEN…",
    "= ℄ CONSTRUC…",
    "= ℄ SYMMETRY…",
    "SEC…"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with slab reinforcement callouts, beam spacing, deck slope, and edge details. The section documents the slab/beam cross-section, overhangs, edge barriers or curbs, a construction joint, and a typical triangular drip bead. A small, incomplete portion of an adjacent section is visible at the lower right."
}

{
  "view": "Unclear",
  "objects": [
    {
      "name": "unidentified outlined element",
      "tag": "",
      "shape": "tapered quadrilateral (partial)",
      "material": "",
      "count": null,
      "note": "Only the upper portion is visible at the bottom of the crop; no identifying tag or material is shown."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY"
  ],
  "description": "This crop shows a dashed vertical centerline with a leader identifying it as the centerline of SR 21/MILLEN BYPASS, construction, and symmetry. Two horizontal arrowed lines terminate at the centerline, and a partial tapered outlined element is visible at the lower right."
}