GDOT TESTING

{
  "view": "Detail",
  "objects": [
    {
      "name": "Diaphragm bar",
      "tag": "",
      "shape": "circular (round bar, threaded ends)",
      "material": "steel (ASTM A 709 Grade 36)",
      "count": 1,
      "note": "1\" diameter plain bar, threaded 5\" on each end; shown in recess at beam face"
    },
    {
      "name": "Recess hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "2\" diameter hole through beam for diaphragm bar"
    },
    {
      "name": "Washer",
      "tag": "",
      "shape": "circular (annular)",
      "material": "steel",
      "count": 1,
      "note": "1/4\" x 3-1/2\" diameter washer at bar end"
    },
    {
      "name": "Hex nut",
      "tag": "",
      "shape": "hexagonal",
      "material": "steel",
      "count": 1,
      "note": "hex nut on threaded end of diaphragm bar"
    },
    {
      "name": "Reinforcement bar group (4-3S1)",
      "tag": "3S1",
      "shape": "bar (rebar)",
      "material": "reinforced concrete reinforcement (steel)",
      "count": 4,
      "note": "4 bars marked 3S1 spaced at 4\" each way near recess"
    },
    {
      "name": "Beam face / recess pocket",
      "tag": "",
      "shape": "rectangular recess in beam end",
      "material": "precast concrete",
      "count": 1,
      "note": "recess formed at beam face to accommodate diaphragm bar end, washer, nut; later filled with epoxy grout"
    }
  ],
  "measurements": [
    {
      "label": "Clear cover to hole",
      "value": "1",
      "unit": "in",
      "appliesTo": "2\" diameter hole"
    },
    {
      "label": "Recess width",
      "value": "3",
      "unit": "in",
      "appliesTo": "recess pocket at beam face"
    },
    {
      "label": "Hole diameter",
      "value": "2",
      "unit": "in",
      "appliesTo": "hole for diaphragm bar"
    },
    {
      "label": "Bar spacing group",
      "value": "4-3S1 AT 4\"",
      "unit": "in",
      "appliesTo": "3S1 reinforcement bars"
    },
    {
      "label": "Washer/nut recess diameter",
      "value": "5",
      "unit": "in",
      "appliesTo": "recess diameter (DIA.) around washer/nut"
    },
    {
      "label": "Diaphragm bar diameter",
      "value": "1",
      "unit": "in",
      "appliesTo": "diaphragm bar"
    },
    {
      "label": "Thread length each end",
      "value": "5",
      "unit": "in",
      "appliesTo": "diaphragm bar ends"
    },
    {
      "label": "Washer thickness",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "washer"
    },
    {
      "label": "Washer diameter",
      "value": "3 1/2",
      "unit": "in",
      "appliesTo": "washer"
    },
    {
      "label": "Cut-off distance from beam face",
      "value": "1",
      "unit": "in",
      "appliesTo": "excess diaphragm bar cut-off"
    }
  ],
  "notes": [
    "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.",
    "CUT OFF EXCESS DIAPHRAGM BAR 1\" FROM BEAM FACE."
  ],
  "labels": [
    "RECESS DETAIL FOR DIAPHRAGM BAR ENDS",
    "2\" DIAMETER HOLE",
    "4-3S1 AT 4\" EACH WAY",
    "1\" CL.",
    "3\"",
    "5\" DIA."
  ],
  "description": "This crop is a construction detail showing the recess formed at a precast beam end where a diaphragm bar terminates, including the 2\" diameter through-hole, 1\" cover dimension, 3\" recess width, and a 5\" diameter recess for the washer/nut assembly. Accompanying notes specify the diaphragm bar material and dimensions (1\" diameter plain steel bar, ASTM A 709 Grade 36, threaded 5\" each end), tightening reference, post-installation coating and epoxy grout fill requirements, and that galvanizing is not required. It documents the diaphragm bar end connection detail for precast beam diaphragms, not the overall beam or diaphragm layout."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Referred to generically as 'beams' regarding handling/pick-up requirements; not depicted, only described in note text."
    }
  ],
  "measurements": [
    {
      "label": "pick-up distance from beam ends",
      "value": "5'-6\"",
      "unit": "ft-in",
      "appliesTo": "beam"
    },
    {
      "label": "pick-up embedment from bottom of beam",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "beam"
    }
  ],
  "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": [],
  "description": "This crop is a single construction note (numbered 1) specifying handling requirements for precast beams, including pick-up point locations, embedment depth for pick-up hardware, and a requirement that pick-up details be shown in shop drawings. No graphical elements, dimensions lines, or objects are drawn; it is purely text."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "reinforcement bar",
      "tag": "350",
      "shape": "bent/triangular (peaked shape with 45° chamfered corners)",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Shape shows a peaked/pentagonal bend profile with overall width dimension 1'-7\""
    },
    {
      "name": "reinforcement bar",
      "tag": "351",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Only width dimension shown, shape not fully visible in this crop"
    },
    {
      "name": "reinforcement bar",
      "tag": "450",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Only width dimension shown, shape not fully visible in this crop"
    },
    {
      "name": "reinforcement bar",
      "tag": "AGM BAR",
      "shape": "",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Label appears at left margin, no associated detail visible in this crop"
    }
  ],
  "measurements": [
    {
      "label": "leg length",
      "value": "1'-3\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "angle",
      "value": "45",
      "unit": "degrees",
      "appliesTo": "350"
    },
    {
      "label": "width",
      "value": "1'-7\"",
      "unit": "ft-in",
      "appliesTo": "350"
    },
    {
      "label": "width",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "351"
    },
    {
      "label": "width",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "450"
    }
  ],
  "notes": [],
  "labels": [
    "AGM BAR",
    "350",
    "351",
    "450"
  ],
  "description": "This crop shows a series of individual reinforcement bar bending detail diagrams, each identified by a numeric bar mark (350, 351, 450) with associated dimensions for bar leg lengths and bend angles. The top detail (350) shows a peaked bar shape with 45° typical corner bends, a 1'-3\" typical leg length, and a 1'-7\" overall width; details 351 and 450 show only width dimensions (1'-0\" and 1'-1\" respectively) with their bar shapes cut off or not rendered in this crop. A partial label 'AGM BAR' appears at the left margin, seemingly unrelated to the visible bar details on the right."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC beam",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Referenced throughout notes regarding chamfer, dimensions, bearing holes, surface finish, and transport holes"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer",
      "value": "1/2\" OR 3/4\"",
      "unit": "in",
      "appliesTo": "beam edges"
    },
    {
      "label": "Epoxy mortar joint",
      "value": "1/8",
      "unit": "in",
      "appliesTo": "beam ends"
    },
    {
      "label": "Hole diameter",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "fixed end bearing hole"
    },
    {
      "label": "Hole depth",
      "value": "7",
      "unit": "in",
      "appliesTo": "fixed end bearing hole"
    },
    {
      "label": "Slot dimensions",
      "value": "4\" X 1 3/4\" X 7\"",
      "unit": "in",
      "appliesTo": "expansion end bearing slot"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel at bearing"
    },
    {
      "label": "Roughened surface amplitude",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "top of beam surface"
    }
  ],
  "notes": [
    "2. CHAMFER EDGES OF BEAMS 1/2\" OR 3/4\".",
    "3. HORIZONTAL DIMENSIONS ARE IN PLACE DIMENSIONS. THE BEAM LENGTH INCLUDES THE 1/8\" EPOXY MORTAR AT EACH END. SHOP DRAWINGS SHALL ADJUST HORIZONTAL DIMENSIONS FOR GRADE AND FABRICATION EFFECTS SUCH AS SHRINKAGE AND ELASTIC SHORTENING.",
    "4. AT C BEARING, FORM A 1 3/4\" DIAMETER X 7\" DEEP HOLE AT THE FIXED ENDS AND A 4\" X 1 3/4\" X 7\" DEEP SLOT AT THE EXPANSION ENDS FOR A 1 1/2\" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.",
    "5. TOPS OF BEAMS SHALL BE ROUGH FLOATED AT APPROXIMATELY THE TIME OF INITIAL SET. ENTIRE TOP SHALL BE SCRUBBED TRANSVERSELY WITH A COARSE BRUSH TO REMOVE ALL LAITANCE AND TO PRODUCE A ROUGHENED SURFACE FOR BONDING TO THE SLAB. ROUGHENED SURFACE SHALL HAVE AN AMPLITUDE OF APPROXIMATELY 1/4\". CONCRETE FINS OR PROJECTIONS SHALL BE REMOVED TO PRODUCE A VERTICAL FACE AT THE EDGE OF THE BEAM.",
    "6. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.",
    "7. NON-COMPOSITE DEAD LOAD DEFLECTION (ΔNC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF THE SLAB AND COPING.",
    "8. COMPOSITE DEAD LOAD DEFLECTION (ΔC) AT THE MIDPOINT IS DUE TO THE WEIGHT OF BARRIER.",
    "9. STRANDS SHALL MEET ALL REQUIREMENTS OF ASTM A 416 GRADE 270."
  ],
  "labels": [],
  "description": "This crop is a continuation of a general notes block for a precast/prestressed concrete beam (PSC beam) design, numbered items 2 through 9, covering fabrication tolerances, chamfering, bearing hole/slot details, surface finishing requirements for slab bonding, transport hole repair procedures, dead load deflection definitions, and strand material specification. A partial note 10 (prestressing data) is cut off at the bottom. No plan, elevation, or schedule graphics are present, only text notes."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "TYPE III PSC BEAM - INTERMEDIATE SPAN",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0011",
    "BRIDGE SHEET 11 OF 21",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0011.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop is the title block of sheet 11 of a Georgia DOT bridge drawing set, identifying the sheet as covering the Type III PSC Beam - Intermediate Span for Bridge No. 1 Lt. and Rt. on SR 21 at NS crossing #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It contains no constructional drawing content itself, only administrative and identification information including engineer's seal, drawing number, project number, scale note, date, and sign-off fields."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beam (girder end)",
      "tag": "",
      "shape": "tapered/beveled end section",
      "material": "precast concrete",
      "count": 1,
      "note": "End of beam shown with top flange beveled parallel to bent centerline; consistent with pretensioned strand beam noted in linked panel"
    },
    {
      "name": "Professional Engineer Seal",
      "tag": "No.19371",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Georgia registered professional engineer stamp, Aruna Sastry"
    }
  ],
  "measurements": [],
  "notes": [
    "BEVEL TOP FLANGE PARALLEL TO Ç BENT"
  ],
  "labels": [
    "Ç BENT",
    "Ç BEAM",
    "BEVEL DETAILS",
    "DRAWING NO. 35-0011",
    "BRIDGE SHEET 11 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "ARUNA SASTRY",
    "No.19371 PROFESSIONAL",
    "1 INCH WHEN F..."
  ],
  "description": "This crop shows a detail titled 'BEVEL DETAILS' illustrating the beveling of a beam's top flange parallel to the bent centerline, with centerlines for bent and beam annotated. To the right is the sheet's title block area, showing a Georgia Professional Engineer seal (No. 19371, Aruna Sastry), drawing number 35-0011, and bridge sheet 11 of 21 with revision and date columns."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Strand diameter",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Strands"
    },
    {
      "label": "Number of strands",
      "value": "36",
      "unit": "",
      "appliesTo": "Strands"
    },
    {
      "label": "Strand area",
      "value": "0.167",
      "unit": "SQ IN",
      "appliesTo": "Strands"
    },
    {
      "label": "Pretension force",
      "value": "33,818",
      "unit": "LBS",
      "appliesTo": "Strands"
    }
  ],
  "notes": [
    "A. USE 36 - 1/2\" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH."
  ],
  "labels": [],
  "description": "This crop contains a single lettered general note (Note A) specifying the use of 36 special low-relaxation pretensioning strands of 1/2-inch diameter with a stated cross-sectional area, pretensioned to a specified force per strand. It documents a material/fabrication requirement for prestressed concrete elements, likely PSC beams, referenced elsewhere on the sheet."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Minimum concrete strength at release",
      "value": "5,200",
      "unit": "PSI",
      "appliesTo": "pretensioned strands / concrete (f'ci)"
    },
    {
      "label": "Total jacking force of pretensioning (including top strands)",
      "value": "1,217,430",
      "unit": "LBS",
      "appliesTo": "pretensioning strands"
    },
    {
      "label": "Net prestressing force after all losses (including top strands)",
      "value": "930,145",
      "unit": "LBS",
      "appliesTo": "pretensioning strands"
    }
  ],
  "notes": [
    "B. PRETENSIONED STRANDS SHALL BE RELEASED AFTER THE CONCRETE HAS REACHED A MINIMUM STRENGTH (f'ci) OF 5,200 PSI.",
    "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.",
    "[partial, cut off at bottom of crop] CONCRETE STRENGTH (f'c) ... PSI"
  ],
  "labels": [],
  "description": "This crop shows a continuation of a general notes panel on a precast/prestressed concrete member drawing (likely a girder or beam), listing notes B through D that specify the minimum release strength for pretensioned strands, the total jacking force of pretensioning including top strands, and the net prestressing force after losses. A further note about concrete strength (f'c) is cut off at the bottom edge of the crop and is only partially legible."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown hatched at skewed intersection with beam; centerline noted as coincident with beveled shim plate centerline"
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Centerline coincides with bearing pad centerline; shown dashed outline"
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan with parallel edge lines; centerline (CL BEAM) marked"
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "trapezoidal",
      "material": "",
      "count": 1,
      "note": "Skewed plan outline labeled ENDWALL, bounded by B.F.P.R. line"
    },
    {
      "name": "Section cut line",
      "tag": "A-A",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Section arrows labeled A at top and bottom indicating cutting plane through beam/bearing area"
    }
  ],
  "measurements": [
    {
      "label": "Shim plate thickness/offset",
      "value": "1",
      "unit": "in",
      "appliesTo": "Beveled shim plate"
    }
  ],
  "notes": [
    "ℂ BEARING PAD = ℂ BEVELED SHIM PLATE",
    "ℂ BEARING",
    "ℂ BEAM",
    "B.F.P.R."
  ],
  "labels": [
    "ENDWALL",
    "A"
  ],
  "description": "This crop is a plan view detail showing the skewed relationship between a bearing pad/beveled shim plate assembly and a beam centerline at an endwall, with a section cut (A-A) indicated through the bearing area. It documents the geometric alignment of the bearing pad, shim plate, and beam centerlines relative to the back face of pavement/roadway (B.F.P.R.) at the endwall, including a 1-inch dimension callout near the bearing detail. No overall structure, full endwall geometry, or additional dimensions are visible in this fragment."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "tapered/beveled plate",
      "material": "not stated (likely steel)",
      "count": 1,
      "note": "Located under beam at bearing location, shown in Section A-A"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "not stated (likely elastomeric)",
      "count": 1,
      "note": "Sits beneath beveled shim plate"
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular",
      "material": "not stated (likely steel)",
      "count": 1,
      "note": "1 1/2\" diameter, through bearing area"
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular (shown hatched)",
      "material": "foam",
      "count": null,
      "note": "Per legend, in accordance with GA DOT Sub-section 833.2.10"
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "tapered/flared section",
      "material": "not stated",
      "count": 1,
      "note": "Shown in cross-section, centerline noted as CL BEAM"
    },
    {
      "name": "Bearing plate/base plate (plan view)",
      "tag": "",
      "shape": "rectangular with circular hole",
      "material": "not stated (likely steel plate)",
      "count": 1,
      "note": "Plan view below Section A-A showing overall plate with central 3\" diameter hole; dimensions given parametrically as L+2\" and W+2\""
    }
  ],
  "measurements": [
    {
      "label": "Width of shim/dowel offset",
      "value": "5",
      "unit": "in",
      "appliesTo": "beveled shim plate"
    },
    {
      "label": "Thickness dimension",
      "value": "1",
      "unit": "in",
      "appliesTo": "bearing pad or shim"
    },
    {
      "label": "Height dimension",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "dowel/bearing assembly vertical dimension"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Plate overall length",
      "value": "L+2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Half plate length",
      "value": "(L+2\")/2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Plate overall width",
      "value": "W+2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Half plate width",
      "value": "(W+2\")/2",
      "unit": "in",
      "appliesTo": "plan view plate"
    },
    {
      "label": "Central hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "plan view plate hole"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN",
    "CL BEVELED SHIM PLATE = CL 3\" DIAMETER HOLE"
  ],
  "labels": [
    "CL BEAM",
    "BEVELED SHIM PLATE",
    "BEARING PAD",
    "1 1/2\" DIAMETER SMOOTH DOWEL",
    "SECTION A-A",
    "B"
  ],
  "description": "This crop shows two related details: an upper cross-section (Section A-A) through a beam bearing assembly illustrating a beveled shim plate, bearing pad, and a 1 1/2\" diameter smooth dowel with preformed foam joint filler noted per Georgia DOT spec, with the endwall omitted from the view; and a lower plan view of a rectangular bearing/shim plate with a central circular hole, dimensioned parametrically in terms of beam length (L) and width (W) plus 2 inches, with an arrow labeled 'B' indicating a section cut direction. This detail documents the beam bearing/shim plate assembly design at a bridge bearing location."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note 1; design basis specified, not shown as a drawn element in this crop"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50 steel",
      "count": null,
      "note": "1 1/2\" diameter smooth dowels referenced in note 2"
    }
  ],
  "measurements": [
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "dowel"
    }
  ],
  "notes": [
    "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.",
    "1 1/2\" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50."
  ],
  "labels": [],
  "description": "This crop is a notes block containing two numbered general notes related to bridge bearing devices. Note 1 specifies the design and construction code basis for bearing pads, and note 2 specifies the material and size for smooth dowels. No graphical elements or dimensioned drawings are present in this crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bearing Pad",
      "tag": "",
      "shape": "rectangular with sealing rib and central circular hole",
      "material": "",
      "count": 1,
      "note": "Shown at Bent 1 location; drawn with a raised sealing rib around perimeter and a central 3\" diameter hole aligned with centerline of beam; second partial pad shown at right edge of crop, not fully visible"
    }
  ],
  "measurements": [
    {
      "label": "L",
      "value": "L",
      "unit": "",
      "appliesTo": "Bearing Pad - overall length"
    },
    {
      "label": "L/2",
      "value": "L/2",
      "unit": "",
      "appliesTo": "Bearing Pad - half length, left"
    },
    {
      "label": "L/2",
      "value": "L/2",
      "unit": "",
      "appliesTo": "Bearing Pad - half length, right"
    },
    {
      "label": "W",
      "value": "W",
      "unit": "",
      "appliesTo": "Bearing Pad - overall width"
    },
    {
      "label": "W/2",
      "value": "W/2",
      "unit": "",
      "appliesTo": "Bearing Pad - half width, top"
    },
    {
      "label": "W/2",
      "value": "W/2",
      "unit": "",
      "appliesTo": "Bearing Pad - half width, bottom"
    },
    {
      "label": "Sealing rib thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Bearing Pad sealing rib"
    },
    {
      "label": "Hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Bearing Pad central hole"
    },
    {
      "label": "Angle",
      "value": "90°-00'-00\"",
      "unit": "",
      "appliesTo": "Bearing Pad orientation, typical"
    }
  ],
  "notes": [
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR",
    "90°-00'-00\", TYP.",
    "3/16\" SEALING RIB, ALL AROUND",
    "C BEARING PAD = C 3\" DIAMETER HOLE"
  ],
  "labels": [
    "PLAN",
    "C BEAM",
    "B"
  ],
  "description": "This crop shows a plan view detail of a bridge bearing pad at Bent 1 (with note that Bent 4 is similar), dimensioned generically as L (length) by W (width) with a central 3-inch diameter hole aligned on the beam centerline. A 3/16-inch sealing rib is called out around the perimeter of the pad, and a 90-degree typical angle is noted at the hole location. A second partial pad outline is visible at the right edge of the crop, indicating this detail may repeat for an adjacent bearing location."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Load plate thickness",
      "value": "3/16",
      "unit": "in",
      "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 shows a single numbered general note (note 6) specifying material and thickness requirements for load plates and internal plates, calling for ASTM A709 Grade 36 or ASTM A1011 Grade 36 steel. No drawing view, dimensions, or graphical elements are present, only the note text."
}

{
  "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 shows a single numbered general note (note 7) from a drawing's notes block, referring to internal plates and load plates, likely part of a bearing or plate detail elsewhere on the sheet. No graphical elements or measurements are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "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 shows a single numbered general note (note 9) specifying material and galvanizing requirements for beveled shim plates. No drawing elements, dimensions, or graphical objects are present, only text."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "Bearing pad",
      "tag": "Bent 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Bearing pad",
      "tag": "Bent 2 Back",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Bearing pad",
      "tag": "Bent 2 Ahead",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "W=18\", L=10\", T=1 3/4\", 1 internal plate"
    },
    {
      "name": "Bearing pad",
      "tag": "Bent 3 Back",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "W=18\", L=10\", T=1 3/4\", 1 internal plate"
    },
    {
      "name": "Bearing pad",
      "tag": "Bent 3 Ahead",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Bearing pad",
      "tag": "Bent 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Beveled shim plate",
      "tag": "Bent 1",
      "shape": "tapered",
      "material": "steel",
      "count": 2,
      "note": "T1=1/4\", T2=1/2\""
    },
    {
      "name": "Beveled shim plate",
      "tag": "Bent 2 Back",
      "shape": "tapered",
      "material": "steel",
      "count": 0,
      "note": "No shim plates listed (\"-\")"
    },
    {
      "name": "Beveled shim plate",
      "tag": "Bent 2 Ahead",
      "shape": "tapered",
      "material": "steel",
      "count": 0,
      "note": "No shim plates listed (\"-\")"
    },
    {
      "name": "Beveled shim plate",
      "tag": "Bent 3 Back",
      "shape": "tapered",
      "material": "steel",
      "count": 0,
      "note": "No shim plates listed (\"-\")"
    },
    {
      "name": "Beveled shim plate",
      "tag": "Bent 3 Ahead",
      "shape": "tapered",
      "material": "steel",
      "count": 0,
      "note": "No shim plates listed (\"-\")"
    },
    {
      "name": "Beveled shim plate",
      "tag": "Bent 4",
      "shape": "tapered",
      "material": "steel",
      "count": 2,
      "note": "T1=1/2\", T2=1/4\""
    }
  ],
  "measurements": [
    {
      "label": "W",
      "value": "16",
      "unit": "in",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "L",
      "value": "12",
      "unit": "in",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "T",
      "value": "4",
      "unit": "in",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Design shear deflection",
      "value": "3/8",
      "unit": "in",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Dead load",
      "value": "55",
      "unit": "kips",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Live load (no impact)",
      "value": "63",
      "unit": "kips",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "Dead load + live load",
      "value": "118",
      "unit": "kips",
      "appliesTo": "Bent 1 bearing pad"
    },
    {
      "label": "T1",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Bent 1 shim plate"
    },
    {
      "label": "T2",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Bent 1 shim plate"
    },
    {
      "label": "W",
      "value": "16",
      "unit": "in",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "L",
      "value": "12",
      "unit": "in",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "T",
      "value": "4",
      "unit": "in",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "Design shear deflection",
      "value": "0",
      "unit": "",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "Dead load",
      "value": "47",
      "unit": "kips",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "Live load (no impact)",
      "value": "61",
      "unit": "kips",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "Dead load + live load",
      "value": "108",
      "unit": "kips",
      "appliesTo": "Bent 2 Back bearing pad"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 2 Back shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 2 Back shim plate"
    },
    {
      "label": "W",
      "value": "18",
      "unit": "in",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "L",
      "value": "10",
      "unit": "in",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "T",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "Number of internal plate(s)",
      "value": "1",
      "unit": "",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "Design shear deflection",
      "value": "0",
      "unit": "",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "Dead load",
      "value": "79",
      "unit": "kips",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "Live load (no impact)",
      "value": "71",
      "unit": "kips",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "Dead load + live load",
      "value": "150",
      "unit": "kips",
      "appliesTo": "Bent 2 Ahead bearing pad"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 2 Ahead shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 2 Ahead shim plate"
    },
    {
      "label": "W",
      "value": "18",
      "unit": "in",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "L",
      "value": "10",
      "unit": "in",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "T",
      "value": "1 3/4",
      "unit": "in",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "Number of internal plate(s)",
      "value": "1",
      "unit": "",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "Design shear deflection",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "Dead load",
      "value": "79",
      "unit": "kips",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "Live load (no impact)",
      "value": "71",
      "unit": "kips",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "Dead load + live load",
      "value": "150",
      "unit": "kips",
      "appliesTo": "Bent 3 Back bearing pad"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 3 Back shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 3 Back shim plate"
    },
    {
      "label": "W",
      "value": "16",
      "unit": "in",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "L",
      "value": "12",
      "unit": "in",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "T",
      "value": "4",
      "unit": "in",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "Design shear deflection",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "Dead load",
      "value": "47",
      "unit": "kips",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "Live load (no impact)",
      "value": "61",
      "unit": "kips",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "Dead load + live load",
      "value": "108",
      "unit": "kips",
      "appliesTo": "Bent 3 Ahead bearing pad"
    },
    {
      "label": "T1",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 3 Ahead shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "Bent 3 Ahead shim plate"
    },
    {
      "label": "W",
      "value": "16",
      "unit": "in",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "L",
      "value": "12",
      "unit": "in",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "T",
      "value": "4",
      "unit": "in",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Number of internal plate(s)",
      "value": "3",
      "unit": "",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Design shear deflection",
      "value": "7/8",
      "unit": "in",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Dead load",
      "value": "55",
      "unit": "kips",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Live load (no impact)",
      "value": "63",
      "unit": "kips",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "Dead load + live load",
      "value": "118",
      "unit": "kips",
      "appliesTo": "Bent 4 bearing pad"
    },
    {
      "label": "T1",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "Bent 4 shim plate"
    },
    {
      "label": "T2",
      "value": "1/4",
      "unit": "in",
      "appliesTo": "Bent 4 shim plate"
    }
  ],
  "notes": [],
  "labels": [
    "BEARING PADS",
    "DESIGN LOADS (KIPS)",
    "BEVELED SHIM PLATES",
    "BENT",
    "W",
    "L",
    "T",
    "NUMBER OF INTERNAL PLATE(S)",
    "DESIGN SHEAR DEFLECTION",
    "DEAD LOAD",
    "LIVE LOAD (NO IMPACT)",
    "DEAD LOAD + LIVE LOAD",
    "T1",
    "T2"
  ],
  "description": "This crop is a schedule table listing bearing pad and beveled shim plate dimensions and design loads for six bent/back/ahead conditions (Bent 1, 2 Back, 2 Ahead, 3 Back, 3 Ahead, and Bent 4). Each row gives bearing pad width, length, thickness, number of internal plates, design shear deflection, dead load, live load, and combined load in kips, along with beveled shim plate thicknesses (T1, T2) where applicable. This is a design data schedule rather than a plan or elevation view, used to specify bearing hardware requirements at each bent location."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Load plate",
      "tag": "",
      "shape": "rectangular",
      "material": "steel",
      "count": 2,
      "note": "Top and bottom, 3/16\" thick, per callout"
    },
    {
      "name": "Sealing rib",
      "tag": "",
      "shape": "rectangular",
      "material": "steel",
      "count": 2,
      "note": "Top and bottom, 3/16\" thick, per callout"
    },
    {
      "name": "Internal plates",
      "tag": "",
      "shape": "rectangular, striped/ribbed pattern",
      "material": "steel",
      "count": 1,
      "note": "12 gage, shown as internal plates within the section, quantity of individual plates not enumerated"
    }
  ],
  "measurements": [
    {
      "label": "Load plate thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Load plates"
    },
    {
      "label": "Sealing rib thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Sealing rib"
    },
    {
      "label": "Internal plate gage",
      "value": "12",
      "unit": "gage",
      "appliesTo": "Internal plates"
    },
    {
      "label": "Overall depth",
      "value": "T",
      "unit": "",
      "appliesTo": "cross section (unlabeled dimension marked T)"
    }
  ],
  "notes": [
    "3/16\" LOAD PLATES, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES",
    "3/16\" SEALING RIB, TOP AND BOTTOM"
  ],
  "labels": [],
  "description": "This crop is a detail drawing showing a cross-sectional elevation of what appears to be a modular expansion joint or similar structural component, with top and bottom load plates (3/16\" thick), top and bottom sealing ribs (3/16\" thick), and internal ribbed plates (12 gage) sandwiched between them. A dimension labeled 'T' indicates the overall depth of the section, though its numeric value is not given in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Shim plate",
      "tag": "",
      "shape": "tapered/beveled rectangular plate",
      "material": "",
      "count": 1,
      "note": "Shown in section with thickness T1 at one end and T2 at the other, tapering along its length; direction 'AHEAD' indicated by arrow"
    }
  ],
  "measurements": [
    {
      "label": "T1",
      "value": "",
      "unit": "",
      "appliesTo": "Shim plate - thin end thickness (value not printed, only tag shown)"
    },
    {
      "label": "T2",
      "value": "",
      "unit": "",
      "appliesTo": "Shim plate - thick end thickness (value not printed, only tag shown)"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "BEVELED SHIM PLATE",
    "AHEAD"
  ],
  "description": "This crop shows Section B-B, a detail of a beveled (tapered) shim plate, indicating direction 'AHEAD' along its length and thickness callouts T1 and T2 at each end. The title 'BEVELED SHIM PLATE' identifies the detail below the section view. No dimensional values are printed for T1 or T2 in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [
    "NO SCALE",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 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",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "APRIL 2025",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "0019181_0012.dgn"
  ],
  "description": "This crop is the standard title block for Georgia DOT bridge sheet 12 of 21, identifying the sheet as 'Bearing Pad Details' for Bridge No. 1 Lt. and Rt. on SR 21 at NS #620272Y in Jenkins County. It contains firm information for Sastry & Associates, Inc., a professional engineer's seal stamp, drawing number 35-0012, and administrative fields (designed, drawn, checked, reviewed, approved) dated April 2025. No structural or dimensional content is shown in this crop."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Shim plate",
      "tag": "",
      "shape": "tapered/beveled rectangular plate",
      "material": "",
      "count": 1,
      "note": "Shown in side profile, tapering from thickness T1 to T2; material not specified in this crop"
    }
  ],
  "measurements": [
    {
      "label": "T1",
      "value": "",
      "unit": "",
      "appliesTo": "Beveled shim plate (thicker end)"
    },
    {
      "label": "T2",
      "value": "",
      "unit": "",
      "appliesTo": "Beveled shim plate (thinner end)"
    }
  ],
  "notes": [],
  "labels": [
    "BEVELED SHIM PLATE"
  ],
  "description": "This crop shows a detail drawing of a beveled shim plate in profile view, illustrating its tapered cross-section with thickness dimensions labeled T1 at the thick end and T2 at the thin end. The rest of the sheet area is blank except for a title block signature line at the bottom edge. No specific numeric dimension values are printed, only the dimension labels T1 and T2."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bearing pad / beveled shim plate assembly",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan with hatched/dashed outline near endwall, at intersection of skewed centerlines for bearing, bearing pad, and beveled shim plate."
    },
    {
      "name": "Endwall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled with B.F.P.R. callout at edge of skewed wall."
    },
    {
      "name": "Beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Centerline of beam shown, offset from bearing/bearing pad centerline due to skew."
    },
    {
      "name": "Section cut line",
      "tag": "A-A",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Section arrows labeled A at top and bottom indicating a section cut through the assembly."
    }
  ],
  "measurements": [
    {
      "label": "Offset dimension",
      "value": "1",
      "unit": "in",
      "appliesTo": "bearing pad/plate assembly"
    }
  ],
  "notes": [],
  "labels": [
    "C BEARING PAD =",
    "C BEVELED SHIM PLATE",
    "C BEARING",
    "C BEAM",
    "B.F.P.R.",
    "ENDWALL",
    "A"
  ],
  "description": "This crop is a plan view detail showing the relative alignment of the bearing pad centerline, beveled shim plate centerline, bearing centerline, and beam centerline at a skewed endwall, with a 1-inch offset dimension called out. Section cut markers labeled A-A indicate where an associated section view is taken through the bearing assembly. The B.F.P.R. and ENDWALL labels identify the wall edge relative to which the bearing components are positioned."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beam",
      "tag": "",
      "shape": "I-girder (tapered end shown)",
      "material": "",
      "count": 1,
      "note": "Shown in Section A-A, centerline labeled C BEAM"
    },
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric (per referenced note panel)",
      "count": 1,
      "note": "Shown in section under beam end"
    },
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "rectangular/tapered, plan shown as rectangular with center hole",
      "material": "steel (per referenced note panel)",
      "count": 1,
      "note": "Shown in both section and plan views; plan view dimensions L+2\" x W+2\" with center hole"
    },
    {
      "name": "Smooth dowel",
      "tag": "",
      "shape": "circular (round bar)",
      "material": "steel (per referenced note panel)",
      "count": 1,
      "note": "1 1/2\" diameter dowel shown vertical in section"
    },
    {
      "name": "Preformed foam joint filler",
      "tag": "",
      "shape": "rectangular (hatched)",
      "material": "foam",
      "count": 1,
      "note": "Indicated by hatched legend symbol"
    },
    {
      "name": "Hole (in beveled shim plate)",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "3\" diameter hole, centered on plate, aligned with dowel"
    }
  ],
  "measurements": [
    {
      "label": "Height dimension in section",
      "value": "5",
      "unit": "in",
      "appliesTo": "beveled shim plate/bearing assembly"
    },
    {
      "label": "Offset dimension",
      "value": "1",
      "unit": "in",
      "appliesTo": "section detail near dowel"
    },
    {
      "label": "Dowel embedment/length dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Plan length dimension",
      "value": "L+2\"",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Half plan length dimension",
      "value": "(L+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Plan width dimension",
      "value": "W+2\"",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Half plan width dimension",
      "value": "(W+2\")/2",
      "unit": "",
      "appliesTo": "beveled shim plate plan"
    },
    {
      "label": "Hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "beveled shim plate center hole"
    }
  ],
  "notes": [
    "PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.",
    "ENDWALL NOT SHOWN"
  ],
  "labels": [
    "C BEAM",
    "BEVELED SHIM PLATE",
    "BEARING PAD",
    "1 1/2\" DIAMETER SMOOTH DOWEL",
    "SECTION A-A",
    "C BEVELED SHIM PLATE = C 3\" DIAMETER HOLE",
    "B"
  ],
  "description": "This crop shows a bearing/beveled shim plate detail sheet: an upper Section A-A through a beam end illustrating the beveled shim plate, bearing pad, smooth dowel, and preformed foam joint filler with local dimensions (5\", 1\", 1'-0\", 1 1/2\" dowel diameter); and a lower plan view of the beveled shim plate showing its parametric length/width dimensions (L+2\", W+2\", and their halves) and a 3\" diameter center hole aligned with the dowel and beam centerline. It documents the geometry of the bearing pad/beveled shim plate assembly referenced by the accompanying bearing schedule and material notes on this sheet."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "bearing pad",
      "tag": "",
      "shape": "",
      "material": "neoprene",
      "count": null,
      "note": "referenced in notes; not drawn in this crop"
    },
    {
      "name": "dowel",
      "tag": "",
      "shape": "circular",
      "material": "ASTM A709 Grade 50 steel",
      "count": null,
      "note": "referenced in notes; not drawn in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "dowel"
    },
    {
      "label": "AASHTO LRFD Section reference",
      "value": "14.7.6",
      "unit": "",
      "appliesTo": "bearing pad"
    },
    {
      "label": "AASHTO LRFD Construction Spec Section",
      "value": "18",
      "unit": "",
      "appliesTo": "bearing pad"
    }
  ],
  "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.",
    "3. BEARING PADS SHALL BE MADE OF 60 DUROMETER HARDNESS NEOPRENE, GRADE 3 OR HIGHER [text cut off, partial]"
  ],
  "labels": [],
  "description": "This crop contains a partial list of general construction notes related to bearing pads and dowels, referencing AASHTO LRFD specifications and material requirements. No drawing elements, plan views, or dimensioned objects are shown, only text-based specification notes numbered 1 through 3, with note 3 cut off at the bottom of the crop."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric (per referenced note panel)",
      "count": 1,
      "note": "Shown with sealing rib and centered 3\" diameter hole for dowel; labeled 'BENT 1 SHOWN, BENT 4 SIMILAR'"
    },
    {
      "name": "Sealing rib",
      "tag": "",
      "shape": "rectangular perimeter strip",
      "material": "elastomeric",
      "count": 1,
      "note": "3/16\" wide, all around perimeter of bearing pad"
    },
    {
      "name": "Dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "3\" diameter hole, centered on bearing pad centerline, aligned with C BEAM"
    },
    {
      "name": "Second bearing pad (partial)",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Adjacent plan view partially visible at right edge of crop, only edge and (L+2) dimension leader visible"
    }
  ],
  "measurements": [
    {
      "label": "L",
      "value": "L",
      "unit": "",
      "appliesTo": "Bearing pad overall length"
    },
    {
      "label": "L/2",
      "value": "L/2",
      "unit": "",
      "appliesTo": "Bearing pad half-length, left of centerline"
    },
    {
      "label": "L/2",
      "value": "L/2",
      "unit": "",
      "appliesTo": "Bearing pad half-length, right of centerline"
    },
    {
      "label": "W",
      "value": "W",
      "unit": "",
      "appliesTo": "Bearing pad overall width"
    },
    {
      "label": "W/2",
      "value": "W/2",
      "unit": "",
      "appliesTo": "Bearing pad half-width, upper"
    },
    {
      "label": "W/2",
      "value": "W/2",
      "unit": "",
      "appliesTo": "Bearing pad half-width, lower"
    },
    {
      "label": "Sealing rib width",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Bearing pad sealing rib"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "Bearing pad center hole"
    },
    {
      "label": "Angle",
      "value": "90°-00'-00\"",
      "unit": "",
      "appliesTo": "Bearing pad orientation, typical"
    },
    {
      "label": "Adjacent pad width dimension",
      "value": "(L+2",
      "unit": "",
      "appliesTo": "Second bearing pad plan view (partial, cut off)"
    }
  ],
  "notes": [
    "PLAN",
    "BENT 1 SHOWN",
    "BENT 4 SIMILAR",
    "C BEAM",
    "90°-00'-00\", TYP.",
    "3/16\" SEALING RIB, ALL AROUND",
    "C BEARING PAD = C 3\" DIAMETER HOLE",
    "PLAN"
  ],
  "labels": [
    "PLAN",
    "B"
  ],
  "description": "This crop shows a plan view detail of a bearing pad (labeled 'Bent 1 Shown, Bent 4 Similar') with overall dimensions L and W, a centered 3-inch diameter dowel hole aligned with the beam centerline, and a 3/16 inch sealing rib around the perimeter. A second, partially visible bearing pad plan view appears at the right edge of the crop with a dimension callout '(L+2' that is cut off. This is a structural detail sheet documenting bearing pad geometry used in conjunction with the bearing pad schedule and design notes referenced elsewhere on the sheet."
}