GDOT17

{
  "view": "Section",
  "objects": [
    {
      "name": "Section at midpoint",
      "tag": "",
      "shape": "irregular cross-section",
      "material": "reinforced concrete with prestressed strands",
      "count": 1,
      "note": ""
    },
    {
      "name": "Section at end",
      "tag": "",
      "shape": "irregular cross-section",
      "material": "reinforced concrete with prestressed strands",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "bottom width (overall)",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "centerline offset left from outer edge",
      "value": "1 5/8\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "centerline offset right from left inner",
      "value": "7/8\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "bottom inner width (notch area)",
      "value": "4 1/2\"",
      "unit": "in",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "overall section height",
      "value": "3'-9\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    },
    {
      "label": "overall width (frame to frame)",
      "value": "1'-10\"",
      "unit": "ft",
      "appliesTo": "Section at midpoint"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "INDICATES 1/2\" DIAMETER PRESTRESSED STRANDS."
  ],
  "labels": [
    "SECTION AT MIDPOINT",
    "SECTION AT END",
    "BENT 3"
  ],
  "description": "Crop showing two sectional views (midpoint and end) of a pretensioned concrete member with prestressed strands. It includes dimension callouts and notes related to clearances and strand indication, as well as section labels."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "I. BEAMS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES AND SHALL BE PICKED UP WITHIN 5'-6\" FROM THEIR ENDS. DISREGARDING THIS REQUIREMENT COULD LEAD TO COLLAPSE OF THE BEAM. PICK-UPS SHALL BE EMBEDDED TO WITHIN 4\" OF THE BOTTOM OF THE BEAM.DETAILS OF PICK-UPS SHALL BE INCLUDED IN THE SHOP DRAWINGS."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "Crop shows a NOTES block containing a single note about beam upright positioning, pickup requirements, embedment, and that pickup details are to be included in shop drawings."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "diaphragm bar",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": 1,
      "note": "1\" DIAMETER PLAIN BAR; THREADED ENDS"
    },
    {
      "name": "washer",
      "tag": "",
      "shape": "circular",
      "material": "metal",
      "count": 2,
      "note": "1/4\" X 3/2\" DIAMETER WASHERS"
    },
    {
      "name": "nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel",
      "count": 2,
      "note": "HEX NUTS (ASTM A 709 GRADE 36)"
    },
    {
      "name": "hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "2\" DIAMETER HOLE"
    }
  ],
  "measurements": [
    {
      "label": "1\" CL.",
      "value": "1\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "3\"",
      "value": "3\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "4\" EACH WAY",
      "value": "4\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "5\" DIA",
      "value": "5\"",
      "unit": "in",
      "appliesTo": ""
    },
    {
      "label": "2\" DIAMETER HOLE",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "hole"
    }
  ],
  "notes": [
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH ¼\" X 3/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "Detail view showing the recess for diaphragm bar ends with a 1\" diameter diaphragm bar, threaded ends, washers and nuts, and a 2\" diameter hole. Includes notes on material, coating, and installation requirements for the end details."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (DNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING."
  ],
  "labels": [],
  "description": "Crop shows a numbered note (7) describing non-composite dead load deflection at the midpoint caused by the weight of the slab and coping."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "BEAM",
      "tag": "",
      "shape": "dashed horizontal line",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BENT",
      "tag": "",
      "shape": "dashed diagonal line",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVEL",
      "tag": "",
      "shape": "slanted line with leader",
      "material": "unknown",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BEVEL DETAILS",
    "BEVEL TOP FLANGE PARALLEL TO BENT"
  ],
  "description": "Detail view titled BEVEL DETAILS showing a BEAM and a BENT with a BEVEL indication; includes the note that the BEVEL TOP FLANGE is parallel to the BENT."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (fi) OF 5,200 PSI."
  ],
  "labels": [],
  "description": "A notes region with a single construction note about pretensioned strands release timing based on concrete strength."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "C. TOTAL JACKING FORCE",
      "value": "1,217,430",
      "unit": "LBS",
      "appliesTo": "C"
    },
    {
      "label": "D. NET PRESTRESSING FORCE",
      "value": "930,145",
      "unit": "LBS",
      "appliesTo": "D"
    }
  ],
  "notes": [
    "C. INCLUDING THE TOP STRANDS, THE TOTAL JACKING FORCE OF PRETENSIONING IS 1,217,430 LBS.",
    "D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 930,145 LBS."
  ],
  "labels": [
    "C.",
    "D."
  ],
  "description": "Crop from sheet page 11 showing notes C and D with prestressing force values for top strands: total jacking force and net prestressing force after losses."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "BEARING PAD",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVELED SHIM PLATE",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "irregular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "1/2\" DIAMETER SMOOTH DOWEL",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "BEARING PAD THICKNESS",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "BEARING PAD"
    },
    {
      "label": "DOWEL DIAMETER",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "DOWEL"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [
    "BEARING PAD",
    "BEVELED SHIM PLATE",
    "BEARING",
    "BEAM",
    "ENDWALL",
    "1/2\" DIAMETER SMOOTH DOWEL",
    "PREFORMED FOAM JOINT FILLER"
  ],
  "description": "This crop shows a detail set for a bearing arrangement: a plan-like view on the left indicating endwall, bearing pad, beveled shim plate, and beam; and a cross-section on the right detailing the beveled shim plate, bearing pad, bearing, a 1/2 inch diameter smooth dowel, and a note about foam joint filler per Georgia DOT specs."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "dowels",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 GRADE 50",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "1/2\" diameter",
      "value": "1/2\"",
      "unit": "inch",
      "appliesTo": "dowels"
    }
  ],
  "notes": [
    "I. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.",
    "2. 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "Two notes in the Notes section: bearing pads designed per AASHTO LRFD; 1/2 inch diameter smooth dowels per ASTM A709 Grade 50."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent 1",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan"
    },
    {
      "name": "Bent 4",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Similar to Bent 1"
    },
    {
      "name": "Bearing pad hole",
      "tag": "",
      "shape": "circle",
      "material": "void",
      "count": 1,
      "note": "3\" diameter hole in bearing pad"
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "rectangle",
      "material": "",
      "count": 1,
      "note": "3\" diameter hole"
    },
    {
      "name": "Sealing rib",
      "tag": "",
      "shape": "strip around perimeter",
      "material": "concrete",
      "count": 1,
      "note": "3/16\" sealing rib all around"
    }
  ],
  "measurements": [
    {
      "label": "Bearing pad hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Bearing pad hole"
    },
    {
      "label": "Beveled shim plate hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "Sealing rib thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Sealing rib"
    }
  ],
  "notes": [
    "90°-00'-00\", TYP.",
    "3/16\" SEALING RIB, ALL AROUND"
  ],
  "labels": [
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR",
    "ENDWALL NOT SHOWN",
    "SECTION A-A"
  ],
  "description": "Plan view showing Bent 1 and Bent 4 with bearing pad hole and beveled shim plate; includes a 3\" diameter bearing pad hole and a 3/16\" sealing rib around the perimeter. Endwall is not shown; Bent 4 is similar to Bent 1."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "6",
      "value": "3/16\"",
      "unit": "in",
      "appliesTo": "LOAD PLATES"
    }
  ],
  "notes": [
    "6. 3/16\" LOAD PLATES AND 12 GAUGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36."
  ],
  "labels": [],
  "description": "Crop shows Notes page content (Note 6) specifying a 3/16 inch load plates and 12 gauge internal plates, if required, with material specifications ASTM A709 Grade 36 or ASTM A1011 Grade 36."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES."
  ],
  "labels": [],
  "description": "This crop contains a note (item 7) from the sheet describing how internal plates are to be spaced: the number shown is illustrative and the specified number should be equally spaced between the load plates."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Beveled shim plates",
      "tag": "9",
      "shape": "",
      "material": "galvanized steel (ASTM A709 Grade 36) with galvanizing per ASTM A123",
      "count": null,
      "note": "Beveled shim plates shall be ASTM A709 Grade 36 and galvanized in accordance with ASTM A123."
    }
  ],
  "measurements": [],
  "notes": [
    "9. BEVELED SHIM PLATES SHALL BE ASTM A709 GRADE 36 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123."
  ],
  "labels": [],
  "description": "A single note (9) specifying beveled shim plates with material and galvanizing requirements per ASTM standards."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "2 BACK",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "2 AHEAD",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "3 BACK",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "3 AHEAD",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beveled Shim Plates",
      "tag": "",
      "shape": "rectangular",
      "material": "shim plate",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Bent 1 - W",
      "value": "16",
      "unit": "in",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - L",
      "value": "12",
      "unit": "in",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - T",
      "value": "4",
      "unit": "in",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - Design shear deflection",
      "value": "3/8",
      "unit": "in",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - Dead load",
      "value": "55",
      "unit": "kips",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - Live load (no impact)",
      "value": "63",
      "unit": "kips",
      "appliesTo": "1"
    },
    {
      "label": "Bent 1 - Total design loads",
      "value": "118",
      "unit": "kips",
      "appliesTo": "1"
    },
    {
      "label": "Beveled shim plate Ti",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "1"
    },
    {
      "label": "Beveled shim plate T2",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "1"
    },
    {
      "label": "Bent 2 BACK - W",
      "value": "16",
      "unit": "in",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - L",
      "value": "12",
      "unit": "in",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - T",
      "value": "4",
      "unit": "in",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - Design shear deflection",
      "value": "0",
      "unit": "in",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - Dead load",
      "value": "47",
      "unit": "kips",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - Live load (no impact)",
      "value": "61",
      "unit": "kips",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 BACK - Total design loads",
      "value": "108",
      "unit": "kips",
      "appliesTo": "2 BACK"
    },
    {
      "label": "Bent 2 AHEAD - W",
      "value": "18",
      "unit": "in",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - L",
      "value": "10",
      "unit": "in",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - T",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - Number of internal plate(s)",
      "value": "1",
      "unit": "",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - Design shear deflection",
      "value": "0",
      "unit": "in",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - Dead load",
      "value": "79",
      "unit": "kips",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - Live load (no impact)",
      "value": "71",
      "unit": "kips",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 2 AHEAD - Total design loads",
      "value": "150",
      "unit": "kips",
      "appliesTo": "2 AHEAD"
    },
    {
      "label": "Bent 3 BACK - W",
      "value": "18",
      "unit": "in",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - L",
      "value": "10",
      "unit": "in",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - T",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - Number of internal plate(s)",
      "value": "1",
      "unit": "",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - Design shear deflection",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - Dead load",
      "value": "79",
      "unit": "kips",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - Live load (no impact)",
      "value": "71",
      "unit": "kips",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 BACK - Total design loads",
      "value": "150",
      "unit": "kips",
      "appliesTo": "3 BACK"
    },
    {
      "label": "Bent 3 AHEAD - W",
      "value": "16",
      "unit": "in",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - L",
      "value": "12",
      "unit": "in",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - T",
      "value": "4",
      "unit": "in",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - Design shear deflection",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - Dead load",
      "value": "47",
      "unit": "kips",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - Live load (no impact)",
      "value": "61",
      "unit": "kips",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 3 AHEAD - Total design loads",
      "value": "108",
      "unit": "kips",
      "appliesTo": "3 AHEAD"
    },
    {
      "label": "Bent 4 - W",
      "value": "16",
      "unit": "in",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - L",
      "value": "12",
      "unit": "in",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - T",
      "value": "4",
      "unit": "in",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - Design shear deflection",
      "value": "7/8",
      "unit": "in",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - Dead load",
      "value": "55",
      "unit": "kips",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - Live load (no impact)",
      "value": "63",
      "unit": "kips",
      "appliesTo": "4"
    },
    {
      "label": "Bent 4 - Total design loads",
      "value": "118",
      "unit": "kips",
      "appliesTo": "4"
    },
    {
      "label": "Beveled shim plate Ti (Bent 4)",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "4"
    },
    {
      "label": "Beveled shim plate T2 (Bent 4)",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "4"
    }
  ],
  "notes": [],
  "labels": [
    "BEARING PADS",
    "BEVELED SHIM PLATES"
  ],
  "description": "Sheet page 12 crop shows a Bearing Pads table for six bent configurations with W, L, T, number of internal plates, design shear deflection, and design loads (dead, live) including total design loads. The Beveled Shim Plates section on the right provides Ti and T2 thicknesses for Bent 1 and Bent 4 where shown."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Load plates",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "top and bottom"
    },
    {
      "name": "Sealing rib",
      "tag": "",
      "shape": "rib",
      "material": "",
      "count": 2,
      "note": "top and bottom"
    },
    {
      "name": "Internal plates",
      "tag": "",
      "shape": "rectangular",
      "material": "12 gauge",
      "count": 2,
      "note": "internal plates"
    }
  ],
  "measurements": [
    {
      "label": "Load plates thickness",
      "value": "3/16\"",
      "unit": "in",
      "appliesTo": "Load plates"
    },
    {
      "label": "Sealing rib thickness",
      "value": "3/16\"",
      "unit": "in",
      "appliesTo": "Sealing rib"
    },
    {
      "label": "Internal plate thickness",
      "value": "12 gauge",
      "unit": "gage",
      "appliesTo": "Internal plates"
    },
    {
      "label": "Central thickness T",
      "value": "T",
      "unit": "",
      "appliesTo": "Central region"
    }
  ],
  "notes": [],
  "labels": [
    "LOAD PLATES, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES",
    "3/16\" SEALING RIB, TOP AND BOTTOM"
  ],
  "description": "Detail showing a plate assembly with load plates (top and bottom) of 3/16 inch, sealing ribs (top and bottom) of 3/16 inch, and internal plates of 12 gauge, with a central thickness dimension labeled T."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "GEORGIA REGISTERED ENGINEER SEAL",
      "tag": "",
      "shape": "circular",
      "material": "seal stamp",
      "count": 1,
      "note": "No. 19371; PROFESSIONAL ENGINEER"
    },
    {
      "name": "DRAWING NO.",
      "tag": "",
      "shape": "rectangular",
      "material": "title block label",
      "count": 1,
      "note": ""
    },
    {
      "name": "BRIDGE SHEET NUMBER",
      "tag": "",
      "shape": "rectangular",
      "material": "text block",
      "count": 1,
      "note": "12 OF 21"
    },
    {
      "name": "DATE",
      "tag": "",
      "shape": "rectangular",
      "material": "text block",
      "count": 1,
      "note": ""
    },
    {
      "name": "NO SCALE",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "NO SCALE"
    },
    {
      "name": "FILE NAME",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "0019181_0012.dgn"
    },
    {
      "name": "DESIGNED BLOCK",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "DESIGNED UP"
    },
    {
      "name": "DRAWN BLOCK",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "DRAWN EPR"
    },
    {
      "name": "CHECKED BLOCK",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "CHECKED AS"
    },
    {
      "name": "REVIEWED BLOCK",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "REVIEWED DLC/SKG"
    },
    {
      "name": "APPROVED BLOCK",
      "tag": "",
      "shape": "rectangular",
      "material": "text",
      "count": 1,
      "note": "APPROVED DPD"
    }
  ],
  "measurements": [
    {
      "label": "DRAWING NO.",
      "value": "35-0012",
      "unit": "",
      "appliesTo": "DRAWING NO."
    },
    {
      "label": "BRIDGE SHEET",
      "value": "12 OF 21",
      "unit": "",
      "appliesTo": "BRIDGE SHEET NUMBER"
    },
    {
      "label": "DATE",
      "value": "APRIL 2025",
      "unit": "",
      "appliesTo": "DATE"
    },
    {
      "label": "FILE NAME",
      "value": "0019181_0012.dgn",
      "unit": "",
      "appliesTo": "FILE NAME"
    },
    {
      "label": "NO SCALE",
      "value": "NO SCALE",
      "unit": "",
      "appliesTo": "NO SCALE"
    }
  ],
  "notes": [
    "Crop shows the title block for a Georgia Department of Transportation bridge sheet, page 12, including the seal of the Georgia registered professional engineer and the firm S&A Associates."
  ],
  "labels": [
    "BRIDGE NO. ILT. AND RT.",
    "SASTRY & ASSOCIATES, INC.",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "BEARING PAD DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181_0012.dgn",
    "APRIL 2025",
    "NO SCALE"
  ],
  "description": "This crop shows the title block area of Sheet page 12, including the Georgia DOT seal, the S&A Associates branding, and the Department of Transportation title block with sheet/drawing numbers, date, and signature blocks."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING PAD",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEVELED SHIM PLATE",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEARING",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "BEAM",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "1 INCH DIAMETER SMOOTH DOWEL",
      "tag": "",
      "shape": "circular",
      "material": "unknown",
      "count": 1,
      "note": ""
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "rectangular",
      "material": "unknown",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "DOWEL DIAMETER",
      "value": "1",
      "unit": "in",
      "appliesTo": "DOWEL"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS."
  ],
  "labels": [],
  "description": "Detail showing a beam-end connection bearing assembly. Left view presents plan/arrangement with endwall, bearing pad, and beveled shim plate; right view shows a cross-section through the bearing, dowel, and foam joint filler."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bearing Pad",
      "tag": "G",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Bearing pad with 3\" diameter hole"
    }
  ],
  "measurements": [
    {
      "label": "L",
      "value": "L",
      "unit": "",
      "appliesTo": "Bearing Pad (left)"
    },
    {
      "label": "L/2",
      "value": "L/2",
      "unit": "",
      "appliesTo": "Bearing Pad (left)"
    },
    {
      "label": "L/2",
      "value": "L/2",
      "unit": "",
      "appliesTo": "Bearing Pad (left)"
    },
    {
      "label": "L+2\"",
      "value": "L+2\"",
      "unit": "",
      "appliesTo": "Bearing Pad (right)"
    },
    {
      "label": "(L+2)/2",
      "value": "(L+2)/2",
      "unit": "",
      "appliesTo": "Bearing Pad (right)"
    },
    {
      "label": "L+2\"",
      "value": "L+2\"",
      "unit": "",
      "appliesTo": "Bearing Pad (right)"
    },
    {
      "label": "w",
      "value": "w",
      "unit": "",
      "appliesTo": "Bearing Pad (left)"
    },
    {
      "label": "w/2",
      "value": "w/2",
      "unit": "",
      "appliesTo": "Bearing Pad (left)"
    },
    {
      "label": "(w+2)/2",
      "value": "(w+2)/2",
      "unit": "",
      "appliesTo": "Bearing Pad (right)"
    },
    {
      "label": "w+2\"",
      "value": "w+2\"",
      "unit": "",
      "appliesTo": "Bearing Pad (right)"
    }
  ],
  "notes": [
    "90°-00'-00\", Typ.",
    "3/16\" Sealing Rib, All Around"
  ],
  "labels": [
    "PLAN",
    "SECTION A-A"
  ],
  "description": "Two plan views of bearing pads with 3\" diameter holes. Each pad is shown with centerlines and dimension callouts (L, L/2, (L+2)/2, L+2, w, w/2, (w+2)/2, w+2). A 3\" diameter hole is provided in each bearing pad. A 3/16\" sealing rib runs around the perimeter; the note indicates typical dimensions for the 90° corner."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NUMBER OF INTERNAL PLATES SHOWN FOR ILLUSTRATION PURPOSES ONLY. THE NUMBER OF INTERNAL PLATE(S) SPECIFIED SHALL BE EQUALLY SPACED BETWEEN LOAD PLATES."
  ],
  "labels": [],
  "description": "Crop shows a note (Note 7) from a technical drawing regarding the number and spacing of internal plates between load plates; it documents guidance for illustration purposes."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "load plates",
      "tag": "",
      "shape": "rectangular",
      "material": "not stated",
      "count": 2,
      "note": "top and bottom"
    },
    {
      "name": "internal plates",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "12 gauge internal plates"
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "top and bottom, 3/16 sealing rib"
    }
  ],
  "measurements": [
    {
      "label": "load plates thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "load plates"
    },
    {
      "label": "sealing rib thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "sealing rib"
    },
    {
      "label": "internal plates gauge",
      "value": "12",
      "unit": "gauge",
      "appliesTo": "internal plates"
    }
  ],
  "notes": [],
  "labels": [
    "3/16 LOAD PLATES, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES",
    "3/16 SEALING RIB, TOP AND BOTTOM"
  ],
  "description": "Detail of a plate assembly showing top and bottom load plates, internal plates (12 gauge), and sealing ribs (3/16) as labeled."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "C BEAM 12",
      "tag": "C BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 11",
      "tag": "C BEAM 11",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 10",
      "tag": "C BEAM 10",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 9",
      "tag": "C BEAM 9",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 8",
      "tag": "C BEAM 8",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 7",
      "tag": "C BEAM 7",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 6",
      "tag": "C BEAM 6",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 5",
      "tag": "C BEAM 5",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 4",
      "tag": "C BEAM 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 3",
      "tag": "C BEAM 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 2",
      "tag": "C BEAM 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "C BEAM 1",
      "tag": "C BEAM 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [],
  "notes": [
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "PLAN (BENT 1 RIGHT)",
    "PLAN (BENT 1 LEFT)",
    "GDOT",
    "Sheet page 13"
  ],
  "description": "Plan view showing Bent 1 right and Bent 1 left with a row of C BEAM members (12 tags) in each bent. References to detail sheets 16 are noted."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "vertical supports under deck"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "top deck element between abutments"
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": null,
      "note": "caps atop piles"
    }
  ],
  "measurements": [
    {
      "label": "EL left abutment top",
      "value": "189.16",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL near left abutment top",
      "value": "189.23",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck center near A",
      "value": "185.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.65",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.52",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.26",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL deck midspan",
      "value": "185.10",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL right abutment top",
      "value": "188.39",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL far right top",
      "value": "188.45",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL interior pier",
      "value": "183.75",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EL interior pier right",
      "value": "182.98",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "2'-10 1/8\"",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "10\" (bay spacing)",
      "value": "10\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "7'-7 1/16\"",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "44'-1 1/16\" total length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "3'-3 5/8\"",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "B"
  ],
  "description": "Longitudinal elevation view of a pile-supported bridge/structure showing left and right abutments, piles and pile caps supporting a deck slab. Includes bay spacing dimensions and elevation callouts."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "vertical piles beneath deck"
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "rectangular block",
      "material": "",
      "count": 2,
      "note": "end supports"
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "slab",
      "material": "",
      "count": 1,
      "note": "top deck slab"
    }
  ],
  "measurements": [
    {
      "label": "Left edge to first pile",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 1",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 2",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 3",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Bay spacing 4",
      "value": "7'-7/16\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Right edge to last pile",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "Piles"
    },
    {
      "label": "Total length",
      "value": "44'-1/16\"",
      "unit": "ft-in",
      "appliesTo": "Span"
    },
    {
      "label": "Spacing between features (typical)",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "Between features"
    }
  ],
  "notes": [],
  "labels": [
    "A",
    "B"
  ],
  "description": "Longitudinal cross-section through a pile-supported deck showing end abutments, multiple piles, and the deck slab with elevation callouts and typical bay spacings."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "1. MAINTAIN 2\\\" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "Crop showing the NOTES section on sheet page 13 with two notes: maintain 2-inch clearance on reinforcement unless noted; see GA. STD. 9037 for drainage details at end bents."
}