GDOT20

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "prestressed beam",
      "tag": "",
      "shape": "tapered I-shaped section",
      "material": "",
      "count": 2,
      "note": "Two cross sections are shown: one at midpoint and one at end."
    },
    {
      "name": "prestressed strands",
      "tag": "",
      "shape": "circular dots in cross section",
      "material": "prestressed",
      "count": null,
      "note": "Dots are identified as 1/2\" diameter prestressed strands."
    },
    {
      "name": "reinforcement bar group",
      "tag": "8-451",
      "shape": "bar line with circular ends",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-450",
      "shape": "bar line with circular ends",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "350",
      "shape": "bar line",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-452",
      "shape": "bar line",
      "material": "",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "top width",
      "value": "1'-4\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "spacing",
      "value": "550",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "2½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "4½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "1'-7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "vertical segment",
      "value": "7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "overall depth",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "7½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "centerline dimension",
      "value": "1⅝\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "spacing",
      "value": "3 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strands, section at midpoint"
    },
    {
      "label": "vertical dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "end offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "spacing",
      "value": "9 SPACES AT 2\"",
      "unit": "",
      "appliesTo": "prestressed strands, section at midpoint"
    },
    {
      "label": "end offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "bottom width",
      "value": "1'-10\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at midpoint"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "spacing",
      "value": "650",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "centerline dimension",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "overall depth",
      "value": "2'-7\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "centerline dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "prestressed beam, section at end"
    },
    {
      "label": "minimum clearance",
      "value": "1\"",
      "unit": "",
      "appliesTo": "prestressed beam"
    },
    {
      "label": "strand diameter",
      "value": "½\"",
      "unit": "",
      "appliesTo": "prestressed strands"
    }
  ],
  "notes": [
    "MAINTAIN 1\" MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.",
    "• INDICATES ½\" DIAMETER PRESTRESSED STRANDS.",
    "ALL DIMENSIONS ARE ALONG ℄ BEAM (partial)."
  ],
  "labels": [
    "BENT 3",
    "SECTION AT MIDPOINT",
    "SECTION AT END"
  ],
  "description": "This crop shows transverse cross sections of a tapered prestressed beam at its midpoint and at its end. The sections document beam geometry, prestressed-strand layouts, and reinforcement callouts 8-451, 2-450, 350, and 2-452."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be maintained upright and picked up near ends; pick-ups embedded near bottom."
    },
    {
      "name": "pick-ups",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Details required in shop drawings."
    }
  ],
  "measurements": [
    {
      "label": "distance from beam ends for picking up",
      "value": "5'-6\"",
      "unit": "",
      "appliesTo": "beams"
    },
    {
      "label": "pick-up embedment location from bottom of beam",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pick-ups"
    }
  ],
  "notes": [
    "1. 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": "This crop is a notes block containing handling and lifting requirements for beams. It specifies upright storage, allowable pick-up location near beam ends, pick-up embedment depth, and shop-drawing requirements."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular plain bar, threaded at ends",
      "material": "steel (ASTM A 709 Grade 36)",
      "count": 1,
      "note": "Bar end is shown within a recess."
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Shown at diaphragm bar end; note specifies washers on each end."
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "",
      "count": 1,
      "note": "Shown at diaphragm bar end."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#5",
      "shape": "straight bar",
      "material": "steel",
      "count": 4,
      "note": "Callout reads \"4-#5I AT 4\" EACH WAY\"; final character after #5 is unclear."
    },
    {
      "name": "Recess",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Recess at diaphragm bar end."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the beam-face fragment is shown."
    }
  ],
  "measurements": [
    {
      "label": "Centerline offset",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar / recess detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Diaphragm bar / recess detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Hole"
    },
    {
      "label": "Reinforcement",
      "value": "4-#5I AT 4\" EACH WAY",
      "unit": "",
      "appliesTo": "#5 reinforcement bar"
    },
    {
      "label": "Recess diameter",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Recess"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Thread length on each end",
      "value": "5\"",
      "unit": "",
      "appliesTo": "Diaphragm bar"
    },
    {
      "label": "Washer thickness",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "Washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Washer"
    }
  ],
  "notes": [
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE.",
    "DIAPHRAGM BAR SHALL BE A 1\" DIAMETER PLAIN BAR, THREADED 5\" ON EACH END, WITH 1/4\" X 3 1/2\" DIAMETER WASHERS AND HEX NUTS (ASTM A 709 GRADE 36).",
    "TIGHTEN DIAPHRAGM BAR AS PER SUB-SECTION 507.3.05.C OF THE GEORGIA DOT SPECIFICATIONS.",
    "AFTER EXCESS DIAPHRAGM BAR HAS BEEN CUT OFF, PAINT DIAPHRAGM BAR, WASHER, AND NUT EXPOSED IN RECESS WITH SPECIAL PROTECTIVE COATING NO. 2 P AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. AFTER PAINTING, FILL THE RECESS WITH AN APPROVED EPOXY GROUT.",
    "GALVANIZING OF THE DIAPHRAGM BAR AS PER SUB-SECTION 865.2.01.B.12 OF THE GEORGIA DOT SPECIFICATIONS IS NOT REQUIRED."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS"
  ],
  "description": "This crop is a recess detail for the ends of a diaphragm bar at a beam face. It shows the threaded bar, washer and hex nut arrangement within a circular recess, together with reinforcement and installation, coating, and grout requirements."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING."
  ],
  "labels": [],
  "description": "This crop contains Note 7 only. It documents that non-composite dead load deflection at the midpoint is attributable to the weight of the slab and coping."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "partial rectangular beam end/profile with beveled top-flange edge",
      "material": "",
      "count": 1,
      "note": "Only a fragment is shown; centerline is identified as ℄ BEAM."
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO ℄ BENT"
  ],
  "labels": [
    "℄ BENT",
    "℄ BEAM",
    "BEVEL DETAILS"
  ],
  "description": "This crop shows a bevel detail for a beam relative to the bent centerline. The beam top flange is to be beveled parallel to the ℄ BENT; no dimensions or material specifications are shown."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "minimum strength (f′ci)",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "concrete"
    }
  ],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (f′ci) OF 5,200 PSI."
  ],
  "labels": [],
  "description": "This crop contains a prestressed-concrete construction note. It specifies the minimum concrete strength required before releasing pretensioned strands."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "TOTAL JACKING FORCE OF PRETENSIONING",
      "value": "1,217,430",
      "unit": "LBS.",
      "appliesTo": ""
    },
    {
      "label": "NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES",
      "value": "930,145",
      "unit": "LBS.",
      "appliesTo": "STRANDS"
    }
  ],
  "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": [],
  "description": "This crop contains two prestressing-force notes, identified as items C and D. It documents total jacking force and net strand prestressing force after losses, including the top strands."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Three parallel beam ends are shown in the left-hand view; a beam is also shown in Section A."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown at the beam ends in the left-hand view."
    },
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Hatched pads are shown between the beam ends and endwall; also detailed in Section A."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled plate",
      "material": "",
      "count": 1,
      "note": "Shown above the bearing pad in Section A."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Vertical dowel shown through the bearing assembly in Section A."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular",
      "material": "preformed foam",
      "count": null,
      "note": "Identified by hatch symbol and specification note."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "1\"",
      "unit": "",
      "appliesTo": "bearing assembly"
    },
    {
      "label": "dimension",
      "value": "5/8\"",
      "unit": "",
      "appliesTo": "beveled shim plate / bearing assembly"
    },
    {
      "label": "dowel embedment dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth 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",
    "B.F.P.R.",
    "ENDWALL",
    "A"
  ],
  "description": "This crop shows a skewed endwall and beam-end bearing arrangement, with three beam ends visible in the left-hand view. Section A details the beam supported on a bearing pad and beveled shim plate, with a 1 1/2-inch diameter smooth dowel and preformed foam joint filler requirement."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Designed according to AASHTO LRFD Bridge Design Specifications, Section 14.7.6 Method A."
    },
    {
      "name": "smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50",
      "count": null,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "diameter",
      "value": "1 1/2",
      "unit": "\"",
      "appliesTo": "smooth dowels"
    }
  ],
  "notes": [
    "1. 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 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "This crop contains two bridge construction notes. The notes specify bearing-pad design and furnishing requirements and the diameter and grade requirement for smooth dowels."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in left plan with a central circular hole and perimeter sealing rib."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "rectangular perimeter rib",
      "material": "",
      "count": 1,
      "note": "Continuous around bearing pad."
    },
    {
      "name": "bearing pad hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Central hole in bearing pad."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in right plan with a central circular hole."
    },
    {
      "name": "shim plate hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Central hole in beveled shim plate."
    }
  ],
  "measurements": [
    {
      "label": "bearing pad overall length",
      "value": "L",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad half length",
      "value": "L/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad half length",
      "value": "L/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad overall width",
      "value": "W",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad half width",
      "value": "W/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad half width",
      "value": "W/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "sealing rib size",
      "value": "3/16″",
      "unit": "",
      "appliesTo": "sealing rib"
    },
    {
      "label": "bearing pad hole diameter",
      "value": "3″",
      "unit": "",
      "appliesTo": "bearing pad hole"
    },
    {
      "label": "angle",
      "value": "90°-00′-00″",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "shim plate overall length",
      "value": "L+2″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "shim plate half length",
      "value": "(L+2″)/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "shim plate half length",
      "value": "(L+2″)/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "shim plate overall width",
      "value": "W+2″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "shim plate half width",
      "value": "(W+2″)/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "shim plate half width",
      "value": "(W+2″)/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "shim plate hole diameter",
      "value": "3″",
      "unit": "",
      "appliesTo": "shim plate hole"
    }
  ],
  "notes": [
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR",
    "ENDWALL NOT SHOWN",
    "90°-00′-00″, TYP.",
    "3/16″ SEALING RIB, ALL AROUND",
    "℄ BEARING PAD = ℄ 3″ DIAMETER HOLE",
    "℄ BEVELED SHIM PLATE = ℄ 3″ DIAMETER HOLE"
  ],
  "labels": [
    "PLAN",
    "SECTION A-A",
    "PLAN",
    "℄ BEAM",
    "B",
    "B"
  ],
  "description": "This crop shows plan details for a rectangular bearing pad at Bent 1, with Bent 4 noted as similar, and for a rectangular beveled shim plate. Both items are centered on the beam centerline and include a central 3-inch-diameter hole; the bearing pad also has a 3/16-inch sealing rib all around."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "load plates",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": "3/16” load plates; 12 gage internal plate(s) if required."
    },
    {
      "name": "internal plate(s)",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36",
      "count": null,
      "note": "12 gage; if required."
    }
  ],
  "measurements": [
    {
      "label": "load plate thickness",
      "value": "3/16”",
      "unit": "",
      "appliesTo": "load plates"
    },
    {
      "label": "internal plate gage",
      "value": "12",
      "unit": "gage",
      "appliesTo": "internal plate(s)"
    }
  ],
  "notes": [
    "6. 3/16” LOAD PLATES AND 12 GAGE INTERNAL PLATE(S) (IF REQUIRED) SHALL BE ASTM A709 GRADE 36 OR ASTM A1011 GRADE 36."
  ],
  "labels": [],
  "description": "This crop contains note 6 specifying material requirements for load plates and internal plate(s). It states the plate thickness/gage and permitted ASTM Grade 36 material specifications."
}

{
  "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 Note 7 only. It states that the internal plates illustrated are for illustration purposes only and that the specified internal plate(s) are to be equally spaced between load plates."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Beveled shim plates",
      "tag": "",
      "shape": "beveled",
      "material": "ASTM A709 Grade 36 steel, galvanized",
      "count": null,
      "note": "Shall be 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": "This crop contains Note 9 regarding material and galvanizing requirements for beveled shim plates. No dimensions, quantities, or detail geometry are shown."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Scheduled by bent location."
    },
    {
      "name": "beveled shim plates",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shim thicknesses T₁ and T₂ are scheduled only for Bents 1 and 4."
    }
  ],
  "measurements": [
    {
      "label": "W, Bent 1 bearing pad",
      "value": "16″",
      "unit": "″",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "L, Bent 1 bearing pad",
      "value": "12″",
      "unit": "″",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "T, Bent 1 bearing pad",
      "value": "4″",
      "unit": "″",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Number of internal plate(s), Bent 1",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Design shear deflection, Bent 1",
      "value": "3/8″",
      "unit": "″",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Dead load, Bent 1",
      "value": "55",
      "unit": "KIPS",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Live load (no impact), Bent 1",
      "value": "63",
      "unit": "KIPS",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Dead load + live load, Bent 1",
      "value": "118",
      "unit": "KIPS",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "T₁, Bent 1 beveled shim plate",
      "value": "1/4″",
      "unit": "″",
      "appliesTo": "Bent 1 beveled shim plate"
    },
    {
      "label": "T₂, Bent 1 beveled shim plate",
      "value": "1/2″",
      "unit": "″",
      "appliesTo": "Bent 1 beveled shim plate"
    },
    {
      "label": "W, Bent 2 BACK bearing pad",
      "value": "16″",
      "unit": "″",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "L, Bent 2 BACK bearing pad",
      "value": "12″",
      "unit": "″",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "T, Bent 2 BACK bearing pad",
      "value": "4″",
      "unit": "″",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "Number of internal plate(s), Bent 2 BACK",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "Design shear deflection, Bent 2 BACK",
      "value": "0",
      "unit": "",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "Dead load, Bent 2 BACK",
      "value": "47",
      "unit": "KIPS",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "Live load (no impact), Bent 2 BACK",
      "value": "61",
      "unit": "KIPS",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "Dead load + live load, Bent 2 BACK",
      "value": "108",
      "unit": "KIPS",
      "appliesTo": "Bent 2 BACK bearing pad"
    },
    {
      "label": "W, Bent 2 AHEAD bearing pad",
      "value": "18″",
      "unit": "″",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "L, Bent 2 AHEAD bearing pad",
      "value": "10″",
      "unit": "″",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "T, Bent 2 AHEAD bearing pad",
      "value": "1¾″",
      "unit": "″",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "Number of internal plate(s), Bent 2 AHEAD",
      "value": "1",
      "unit": "",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "Design shear deflection, Bent 2 AHEAD",
      "value": "0",
      "unit": "",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "Dead load, Bent 2 AHEAD",
      "value": "79",
      "unit": "KIPS",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "Live load (no impact), Bent 2 AHEAD",
      "value": "71",
      "unit": "KIPS",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "Dead load + live load, Bent 2 AHEAD",
      "value": "150",
      "unit": "KIPS",
      "appliesTo": "Bent 2 AHEAD bearing pad"
    },
    {
      "label": "W, Bent 3 BACK bearing pad",
      "value": "18″",
      "unit": "″",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "L, Bent 3 BACK bearing pad",
      "value": "10″",
      "unit": "″",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "T, Bent 3 BACK bearing pad",
      "value": "1¾″",
      "unit": "″",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "Number of internal plate(s), Bent 3 BACK",
      "value": "1",
      "unit": "",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "Design shear deflection, Bent 3 BACK",
      "value": "1/2″",
      "unit": "″",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "Dead load, Bent 3 BACK",
      "value": "79",
      "unit": "KIPS",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "Live load (no impact), Bent 3 BACK",
      "value": "71",
      "unit": "KIPS",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "Dead load + live load, Bent 3 BACK",
      "value": "150",
      "unit": "KIPS",
      "appliesTo": "Bent 3 BACK bearing pad"
    },
    {
      "label": "W, Bent 3 AHEAD bearing pad",
      "value": "16″",
      "unit": "″",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "L, Bent 3 AHEAD bearing pad",
      "value": "12″",
      "unit": "″",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "T, Bent 3 AHEAD bearing pad",
      "value": "4″",
      "unit": "″",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "Number of internal plate(s), Bent 3 AHEAD",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "Design shear deflection, Bent 3 AHEAD",
      "value": "1/2″",
      "unit": "″",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "Dead load, Bent 3 AHEAD",
      "value": "47",
      "unit": "KIPS",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "Live load (no impact), Bent 3 AHEAD",
      "value": "61",
      "unit": "KIPS",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "Dead load + live load, Bent 3 AHEAD",
      "value": "108",
      "unit": "KIPS",
      "appliesTo": "Bent 3 AHEAD bearing pad"
    },
    {
      "label": "W, Bent 4 bearing pad",
      "value": "16″",
      "unit": "″",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "L, Bent 4 bearing pad",
      "value": "12″",
      "unit": "″",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "T, Bent 4 bearing pad",
      "value": "4″",
      "unit": "″",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Number of internal plate(s), Bent 4",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Design shear deflection, Bent 4",
      "value": "7/8″",
      "unit": "″",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Dead load, Bent 4",
      "value": "55",
      "unit": "KIPS",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Live load (no impact), Bent 4",
      "value": "63",
      "unit": "KIPS",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Dead load + live load, Bent 4",
      "value": "118",
      "unit": "KIPS",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "T₁, Bent 4 beveled shim plate",
      "value": "1/2″",
      "unit": "″",
      "appliesTo": "Bent 4 beveled shim plate"
    },
    {
      "label": "T₂, Bent 4 beveled shim plate",
      "value": "1/4″",
      "unit": "″",
      "appliesTo": "Bent 4 beveled shim plate"
    }
  ],
  "notes": [],
  "labels": [
    "BENT",
    "BEARING PADS",
    "W",
    "L",
    "T",
    "NUMBER OF INTERNAL PLATE(S)",
    "DESIGN SHEAR DEFLECTION",
    "DESIGN LOADS (KIPS)",
    "DEAD LOAD",
    "LIVE LOAD (NO IMPACT)",
    "DEAD LOAD + LIVE LOAD",
    "BEVELED SHIM PLATES",
    "T₁",
    "T₂"
  ],
  "description": "This crop is a bearing-pad and beveled-shim-plate schedule for Bents 1 through 4, including separate BACK and AHEAD entries at Bents 2 and 3. It tabulates bearing-pad dimensions, internal plates, design shear deflection, and design load values, with shim plate thicknesses shown for Bents 1 and 4."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "load plates",
      "tag": "",
      "shape": "rectangular plates",
      "material": "",
      "count": 2,
      "note": "Top and bottom."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "linear rib",
      "material": "",
      "count": 2,
      "note": "Top and bottom."
    },
    {
      "name": "internal plates",
      "tag": "",
      "shape": "rectangular plates",
      "material": "",
      "count": 8,
      "note": "Shown as four horizontal plates at each end of the detail."
    }
  ],
  "measurements": [
    {
      "label": "load plate thickness",
      "value": "3/16\"",
      "unit": "",
      "appliesTo": "load plates"
    },
    {
      "label": "sealing rib thickness",
      "value": "3/16\"",
      "unit": "",
      "appliesTo": "sealing rib"
    },
    {
      "label": "internal plate gauge",
      "value": "12 GAGE",
      "unit": "",
      "appliesTo": "internal plates"
    },
    {
      "label": "vertical dimension",
      "value": "T",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "3/16\" LOAD PLATES, TOP AND BOTTOM",
    "3/16\" SEALING RIB, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES"
  ],
  "labels": [],
  "description": "This crop shows a detail of a rectangular plate assembly with load plates at the top and bottom and sealing ribs at the top and bottom. Internal plates are shown at both ends of the assembly, with a vertical dimension identified only as T."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Printed scale reference",
      "value": "1",
      "unit": "INCH",
      "appliesTo": "WHEN PRINTED FULL SIZE"
    }
  ],
  "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",
    "BEARING PAD DETAILS",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0012",
    "BRIDGE SHEET",
    "12 OF 21",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "DATE",
    "REVISIONS",
    "BY",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUN A SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0012.dgn"
  ],
  "description": "This crop is the sheet title block for the Georgia Department of Transportation bridge drawing titled “BEARING PAD DETAILS.” It identifies the SR 21 @ NS #620272Y project in Jenkins County, Drawing No. 35-0012, Bridge Sheet 12 of 21, dated April 2025; no constructional detail is shown within this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "beveled rectangular plate",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "profiled",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as supporting the bearing assembly."
    },
    {
      "name": "smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Vertical dowel through the bearing assembly."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "",
      "material": "preformed foam",
      "count": 1,
      "note": "Hatched joint-filler material."
    }
  ],
  "measurements": [
    {
      "label": "shim plate thickness",
      "value": "1″",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "dowel projection dimension",
      "value": "5″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel embedment dimension",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "dowel diameter",
      "value": "1 1/2″",
      "unit": "",
      "appliesTo": "smooth 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",
    "B.F.P.R.",
    "ENDWALL",
    "A",
    "BEVELED SHIM PLATE",
    "BEARING PAD"
  ],
  "description": "This crop shows a bearing/endwall detail, including a perspective depiction and Detail A section/elevation of the beam bearing assembly. The beam is supported at an endwall on a bearing pad and beveled shim plate, with a vertical smooth dowel and preformed foam joint filler indicated."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "rectangular with circular hole",
      "material": "",
      "count": 1,
      "note": "Shown at Bent 1; Bent 4 similar. Has sealing rib all around."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "continuous perimeter rib",
      "material": "",
      "count": 1,
      "note": "Around bearing pad."
    },
    {
      "name": "beveled shim plate",
      "tag": "",
      "shape": "rectangular with circular hole",
      "material": "",
      "count": 1,
      "note": "Endwall not shown."
    }
  ],
  "measurements": [
    {
      "label": "bearing pad overall length",
      "value": "L",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad half length",
      "value": "L/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad overall width",
      "value": "W",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad half width",
      "value": "W/2",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "bearing pad alignment angle",
      "value": "90°-00'-00”",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "sealing rib size",
      "value": "3/16”",
      "unit": "",
      "appliesTo": "sealing rib"
    },
    {
      "label": "bearing pad hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "beveled shim plate overall length",
      "value": "L+2”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "beveled shim plate half length",
      "value": "(L+2”)/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "beveled shim plate overall width",
      "value": "W+2”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "beveled shim plate half width",
      "value": "(W+2”)/2",
      "unit": "",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "beveled shim plate hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "beveled shim plate"
    }
  ],
  "notes": [
    "90°-00'-00”, TYP.",
    "3/16” SEALING RIB, ALL AROUND",
    "℄ BEARING PAD = ℄ 3” DIAMETER HOLE",
    "℄ BEVELED SHIM PLATE = ℄ 3” DIAMETER HOLE",
    "ENDWALL NOT SHOWN"
  ],
  "labels": [
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR",
    "℄ BEAM",
    "B",
    "SECTION A-A"
  ],
  "description": "This crop shows plan details of a rectangular bearing pad and a rectangular beveled shim plate, each centered on a circular 3-inch-diameter hole. The bearing pad is shown for Bent 1, with Bent 4 noted as similar; the shim plate is associated with Section A-A, with the endwall not shown."
}

{
  "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 Note 7 only. It specifies that internal plates shown are illustrative and that the specified number of internal plates must be equally spaced between load plates."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "load plate",
      "tag": "",
      "shape": "rectangular plate",
      "material": "",
      "count": 2,
      "note": "Top and bottom load plates are called out."
    },
    {
      "name": "sealing rib",
      "tag": "",
      "shape": "rib",
      "material": "",
      "count": 2,
      "note": "Top and bottom sealing ribs are called out."
    },
    {
      "name": "internal plate",
      "tag": "",
      "shape": "rectangular plate",
      "material": "",
      "count": 6,
      "note": "Six internal plates are visibly shown, three at each end of the detail."
    }
  ],
  "measurements": [
    {
      "label": "LOAD PLATES, TOP AND BOTTOM",
      "value": "3/16″",
      "unit": "",
      "appliesTo": "load plate"
    },
    {
      "label": "SEALING RIB, TOP AND BOTTOM",
      "value": "3/16″",
      "unit": "",
      "appliesTo": "sealing rib"
    },
    {
      "label": "INTERNAL PLATES",
      "value": "12 GAGE",
      "unit": "",
      "appliesTo": "internal plate"
    },
    {
      "label": "vertical dimension",
      "value": "T",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "3/16″ LOAD PLATES, TOP AND BOTTOM",
    "3/16″ SEALING RIB, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES"
  ],
  "labels": [],
  "description": "This crop shows a sectional detail of a rectangular plated assembly with ribs at the top and bottom edges. It documents 3/16-inch load plates and sealing ribs, 12-gage internal plates, and a vertical dimension identified as T."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 1",
      "shape": "long rectangular with rounded ends",
      "material": "",
      "count": 2,
      "note": "Shown as PLAN (BENT RIGHT) and PLAN (BENT LEFT)."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "line",
      "material": "",
      "count": 12,
      "note": "Beam centerlines are labeled C BEAM 1–6 at the left plan and C BEAM 7–12 at the right plan."
    },
    {
      "name": "formed dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "At the rounded cap ends; called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "Dowel-hole diameter",
      "value": "3",
      "unit": "in.",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Dowel-hole depth",
      "value": "12",
      "unit": "in.",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1 1/2",
      "unit": "in.",
      "appliesTo": "formed dowel hole"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "Station",
      "value": "17+28.00",
      "unit": "",
      "appliesTo": "B.F.P.R. BENT 1"
    },
    {
      "label": "Dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Typical dimension",
      "value": "2'-3/4\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "End dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM centerlines"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "C BEAM centerlines"
    },
    {
      "label": "End dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "End dimension",
      "value": "6'-10 9/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "Overall dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    },
    {
      "label": "End width dimension",
      "value": "4'-0 7/16\"",
      "unit": "",
      "appliesTo": "BENT 1"
    }
  ],
  "notes": [
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "BEGIN BRIDGE B.F.P.R. BENT 1 STA. 17+28.00"
  ],
  "labels": [
    "PLAN",
    "(BENT RIGHT)",
    "PLAN",
    "(BENT LEFT)",
    "AHEAD",
    "SR 21 EB - PGL",
    "SR 21 WB - PGL",
    "C BRG.",
    "B.F.P.R."
  ],
  "description": "The crop shows two plan views of BENT 1, identified as BENT RIGHT and BENT LEFT, with a long rounded-end cap layout and beam centerlines. It documents beam locations, cap dimensions, skew geometry, bridge reference lines, and typical formed holes for smooth dowels."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Continuous member shown supported on piles."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile centerlines/support locations are visible beneath the pile cap."
    },
    {
      "name": "end wall",
      "tag": "",
      "shape": "rectangular vertical",
      "material": "",
      "count": 2,
      "note": "Vertical end members are shown at the left and right ends of the cap."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#10",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out over each pile."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#12",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#10",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Lower longitudinal bar callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15B",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Left-end callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15C",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Right-end callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#11",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces at both end regions."
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-#11",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Pile reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "pile cap end regions"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "typical pile-cap bay"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "End spacing",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end of pile cap to first pile"
    },
    {
      "label": "Pile spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "End spacing",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "last pile to right end of pile cap"
    },
    {
      "label": "Overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION (partial)"
  ],
  "description": "This crop shows an elevation of a long pile cap or similar continuous horizontal support member, with six visible piles beneath it and vertical end members at both ends. It documents pile spacing, overall cap length, elevation callouts, section references A and B, and reinforcing-bar callouts."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "long rectangular, stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous member shown spanning between pile locations."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Six pile locations are visible beneath the pile cap."
    },
    {
      "name": "end vertical concrete elements",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Unlabeled vertical elements rise above the pile cap at each end."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Typical."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15B",
      "shape": "bent",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15C",
      "shape": "bent",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#11",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "At equal spaces at each end."
    },
    {
      "name": "reinforcement bars",
      "tag": "7-#11",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "At equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": "right end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Pile reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Length",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Length",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "Overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION (partial)"
  ],
  "description": "This crop is an elevation of a continuous reinforced-concrete pile cap supported on six visible piles. It shows pile-cap reinforcement callouts, end vertical concrete elements, pile spacing and bay dimensions, and top and bottom elevation callouts."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "CLEARANCE",
      "value": "2”",
      "unit": "",
      "appliesTo": "ALL REINFORCEMENT"
    }
  ],
  "notes": [
    "NOTES:",
    "1. MAINTAIN 2” CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "2. SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "GA. STD. 9037"
  ],
  "description": "This crop is a notes block containing two general construction notes. It specifies reinforcement clearance and references Georgia Standard 9037 for drainage details at end bents."
}