GDOT TESTING

{
  "view": "Notes",
  "objects": [
    {
      "name": "load plate",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36 steel",
      "count": null,
      "note": "3/16\" thickness, referenced in note 6"
    },
    {
      "name": "internal plate",
      "tag": "",
      "shape": "",
      "material": "ASTM A709 Grade 36 or ASTM A1011 Grade 36 steel",
      "count": null,
      "note": "12 gage, provided if required, referenced in note 6"
    }
  ],
  "measurements": [
    {
      "label": "thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "load plates"
    },
    {
      "label": "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 printed general note (numbered 6) specifying material and thickness requirements for load plates and internal plates, likely part of a structural steel or plate girder fabrication note set on sheet 12. No drawings, dimensions figures, or schedules are shown, only 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 contains a single printed note (item 7) clarifying that the number of internal plates depicted in accompanying bearing pad details is illustrative only, and that the actual specified number of internal plates must be equally spaced between the load plates. No graphical or dimensional content is present in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "shim plate",
      "tag": "",
      "shape": "beveled",
      "material": "structural steel (ASTM A709 Grade 36, galvanized)",
      "count": null,
      "note": "Referenced only in note text, not depicted graphically"
    }
  ],
  "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 (item 9) specifying material and finish requirements for beveled shim plates, calling for ASTM A709 Grade 36 steel with galvanizing per ASTM A123. No drawing graphics, dimensions, or other objects are shown in this fragment."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "Bearing pad",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Bearing pad",
      "tag": "BENT 2 BACK",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Bearing pad",
      "tag": "BENT 2 AHEAD",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": 1,
      "note": "W=18\", L=10\", T=1 3/4\", 1 internal plate"
    },
    {
      "name": "Bearing pad",
      "tag": "BENT 3 BACK",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": 1,
      "note": "W=18\", L=10\", T=1 3/4\", 1 internal plate"
    },
    {
      "name": "Bearing pad",
      "tag": "BENT 3 AHEAD",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Bearing pad",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "elastomeric (implied)",
      "count": 1,
      "note": "W=16\", L=12\", T=4\", 3 internal plates"
    },
    {
      "name": "Beveled shim plate",
      "tag": "BENT 1",
      "shape": "rectangular, tapered",
      "material": "steel (implied)",
      "count": 2,
      "note": "T1=1/4\", T2=1/2\""
    },
    {
      "name": "Beveled shim plate",
      "tag": "BENT 4",
      "shape": "rectangular, tapered",
      "material": "steel (implied)",
      "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 beveled shim plate"
    },
    {
      "label": "T2",
      "value": "1/2",
      "unit": "in",
      "appliesTo": "BENT 1 beveled 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 beveled shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "BENT 2 BACK beveled 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 beveled shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "BENT 2 AHEAD beveled 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 beveled shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "BENT 3 BACK beveled 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 beveled shim plate"
    },
    {
      "label": "T2",
      "value": "-",
      "unit": "",
      "appliesTo": "BENT 3 AHEAD beveled 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 beveled shim plate"
    },
    {
      "label": "T2",
      "value": "1/4",
      "unit": "in",
      "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",
    "2 BACK",
    "2 AHEAD",
    "3 BACK",
    "3 AHEAD"
  ],
  "description": "This crop is a schedule table listing bearing pad and beveled shim plate dimensions and design loads for each bent (1, 2 Back, 2 Ahead, 3 Back, 3 Ahead, and 4) of a bridge structure. For each bent it gives bearing pad width, length, thickness, number of internal plates, design shear deflection, and dead/live/combined design loads in kips, along with beveled shim plate thicknesses T1 and T2 where applicable. It documents the bearing design data needed for fabrication/take-off of bearing pads and shim plates at each substructure bent."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bearing pad",
      "tag": "",
      "shape": "rectangular",
      "material": "elastomeric (implied by governing note panel)",
      "count": 1,
      "note": "Elevation/section detail showing internal construction with load plates, sealing ribs, and internal plates; overall thickness labeled T."
    },
    {
      "name": "Load plate",
      "tag": "",
      "shape": "rectangular, thin plate",
      "material": "steel (per governing note panel, ASTM A709 Grade 36 or A1011 Grade 36)",
      "count": 2,
      "note": "Top and bottom, 3/16\" thick"
    },
    {
      "name": "Sealing rib",
      "tag": "",
      "shape": "rectangular, thin rib",
      "material": "",
      "count": 2,
      "note": "Top and bottom, 3/16\" thick"
    },
    {
      "name": "Internal plate",
      "tag": "",
      "shape": "rectangular, laminated (multiple horizontal layers shown)",
      "material": "steel (per governing note panel)",
      "count": 1,
      "note": "Shown as multiple horizontal lines/layers, labeled 12 gage internal plates; quantity per pad not shown in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Load plate thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Load plates, top and bottom"
    },
    {
      "label": "Sealing rib thickness",
      "value": "3/16",
      "unit": "in",
      "appliesTo": "Sealing rib, top and bottom"
    },
    {
      "label": "Internal plate gage",
      "value": "12",
      "unit": "gage",
      "appliesTo": "Internal plates"
    },
    {
      "label": "Overall pad thickness",
      "value": "T",
      "unit": "",
      "appliesTo": "Bearing pad"
    }
  ],
  "notes": [
    "3/16\" LOAD PLATES, TOP AND BOTTOM",
    "3/16\" SEALING RIB, TOP AND BOTTOM",
    "12 GAGE INTERNAL PLATES"
  ],
  "labels": [],
  "description": "This crop is a detail drawing (section/elevation view) of a bearing pad's internal cross-section, showing the layered construction of load plates, sealing ribs, and internal plates within an overall thickness labeled T. It illustrates how the 3/16\" load plates and sealing ribs sandwich the internal plates (12 gage), corresponding to the material notes found elsewhere on the sheet regarding load plate and internal plate specifications."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "tapered (rectangular in plan, beveled in section)",
      "material": "ASTM A709 Grade 36, galvanized per ASTM A123 (per linked note panel)",
      "count": 1,
      "note": "Shown in Section B-B with tapered thickness from T1 to T2, direction labeled AHEAD"
    }
  ],
  "measurements": [
    {
      "label": "T1",
      "value": "T1",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    },
    {
      "label": "T2",
      "value": "T2",
      "unit": "",
      "appliesTo": "Beveled shim plate"
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "SECTION B-B",
    "BEVELED SHIM PLATE"
  ],
  "description": "This crop shows a detail titled 'Beveled Shim Plate' with a section view labeled Section B-B, depicting a tapered plate with thickness dimensions T1 and T2 at opposite ends, and a directional arrow labeled AHEAD indicating orientation. No specific numeric values are printed for T1 or T2 in this crop; actual thickness values are provided in the linked bearing pad schedule table."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 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",
    "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",
    "0019181_0012.dgn",
    "DATE",
    "REVISIONS",
    "BY",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop is the standard title block for sheet 12 of a 21-sheet bridge drawing set, identifying the project as SR 21 @ NS #620272Y bearing pad details in Jenkins County, Georgia, prepared by Sastry & Associates, Inc. for the Georgia Department of Transportation. It contains no constructional drawing content itself—only administrative information such as drawing number, sheet number, scale note, date, and the professional engineer's seal and sign-off fields (designed, drawn, checked, design group, reviewed, approved)."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Beveled shim plate",
      "tag": "",
      "shape": "tapered/wedge-shaped rectangular plate",
      "material": "ASTM A709 Grade 36 (per related note panel)",
      "count": 1,
      "note": "Shown in profile/elevation view with thickness dimensioned at two ends (T1, T2)."
    }
  ],
  "measurements": [
    {
      "label": "T1",
      "value": "T1",
      "unit": "",
      "appliesTo": "Beveled shim plate (thick end)"
    },
    {
      "label": "T2",
      "value": "T2",
      "unit": "",
      "appliesTo": "Beveled shim plate (thin end)"
    }
  ],
  "notes": [],
  "labels": [
    "BEVELED SHIM PLATE",
    "aruna sastry",
    "5/28/2025",
    "4:47:40 PM"
  ],
  "description": "This crop shows a single detail drawing of a beveled shim plate in side elevation, depicted as a tapered wedge shape with thickness callouts T1 at the thick end and T2 at the thin end. The label 'BEVELED SHIM PLATE' identifies the detail; no specific numeric dimensions are printed in this crop, only the symbolic thickness labels T1 and T2. A signature/timestamp footer ('aruna sastry', date, time) appears at the bottom of the sheet."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 1",
      "shape": "rectangular, elongated with rounded/elliptical ends",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in two halves: 'BENT 1 RIGHT' and 'BENT 1 LEFT' plan views, each spanning 6 beam lines"
    },
    {
      "name": "Dowel hole",
      "tag": "",
      "shape": "circular, 3\" dia x 12\" deep",
      "material": "concrete (formed hole)",
      "count": 4,
      "note": "Formed for 1 1/2\" dia smooth dowel, typ., located at each end of both bent cap segments; see Detail 1 Bridge Sheet 16"
    },
    {
      "name": "Bearing device",
      "tag": "BRG.",
      "shape": "rectangular grid pattern (cross-hatched)",
      "material": "not stated (likely elastomeric or steel bearing)",
      "count": 2,
      "note": "Centerline of bearing marked at each end near BFPR; see Detail 2 Bridge Sheet 16"
    },
    {
      "name": "Beam centerline marker",
      "tag": "BEAM 1 - BEAM 12",
      "shape": "linear centerline",
      "material": "n/a",
      "count": 12,
      "note": "Centerlines of PSC beams shown along both bent cap plans, spaced per dimensions given"
    },
    {
      "name": "Bridge begin/reference point (B.F.P.R.)",
      "tag": "",
      "shape": "point marker",
      "material": "n/a",
      "count": 2,
      "note": "Beginning face of pier/reference point noted at both bent segments"
    }
  ],
  "measurements": [
    {
      "label": "Span dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "between bent cap segments, both sides"
    },
    {
      "label": "Beam spacing (typ.)",
      "value": "7'-7\"",
      "unit": "ft-in",
      "appliesTo": "beam centerline spacing, repeated multiple times"
    },
    {
      "label": "Beam spacing (typ., detail)",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "detailed beam spacing dimension line"
    },
    {
      "label": "End overhang",
      "value": "3'-0 7/8\"",
      "unit": "ft-in",
      "appliesTo": "end of bent cap to first beam centerline"
    },
    {
      "label": "End overhang (other side)",
      "value": "6'-10 1/2\"",
      "unit": "ft-in",
      "appliesTo": "cap end dimension"
    },
    {
      "label": "End overhang (other side, alt)",
      "value": "6'-10 9/16\"",
      "unit": "ft-in",
      "appliesTo": "cap end dimension"
    },
    {
      "label": "Total cap length segment",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall length of bent cap plan segment (both Right and Left)"
    },
    {
      "label": "Dowel hole spacing",
      "value": "2 3/4\"",
      "unit": "in",
      "appliesTo": "typ. spacing of dowel holes"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "typ. skew angle of bent, repeated multiple times"
    },
    {
      "label": "Bearing centerline offset",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "offset from BFPR to bearing centerline"
    },
    {
      "label": "Bearing centerline offset (alt)",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "offset dimension near bearing"
    },
    {
      "label": "Bearing spacing",
      "value": "2'-9 3/8\"",
      "unit": "ft-in",
      "appliesTo": "spacing between bearing marks"
    },
    {
      "label": "Dowel hole edge dimension",
      "value": "5'-4 3/4\"",
      "unit": "ft-in",
      "appliesTo": "dimension to dowel hole location, both ends"
    },
    {
      "label": "Cap end width",
      "value": "3'-0 1/16\"",
      "unit": "ft-in",
      "appliesTo": "width at rounded end of bent cap"
    },
    {
      "label": "Station",
      "value": "STA. 17+19.65",
      "unit": "",
      "appliesTo": "Begin Bridge, B.F.P.R. Bent 1 (right side)"
    },
    {
      "label": "Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "reference station, right side"
    },
    {
      "label": "Station",
      "value": "STA. 17+26.35",
      "unit": "",
      "appliesTo": "reference station, left side"
    },
    {
      "label": "Project number",
      "value": "001918I",
      "unit": "",
      "appliesTo": "title block, P.J. NO."
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "B.F.P.R.",
    "SR 21 EB = PGL",
    "SR 21 WB = PGL",
    "BEGIN BRIDGE B.F.P.R. BENT 1",
    "AHEAD"
  ],
  "labels": [
    "PLAN (BENT 1 RIGHT)",
    "PLAN (BENT 1 LEFT)",
    "GDOT",
    "P.J. NO.",
    "CL SR 21",
    "CL BRG.",
    "CL BEAM 1",
    "CL BEAM 2",
    "CL BEAM 3",
    "CL BEAM 4",
    "CL BEAM 5",
    "CL BEAM 6",
    "CL BEAM 7",
    "CL BEAM 8",
    "CL BEAM 9",
    "CL BEAM 10",
    "CL BEAM 11",
    "CL BEAM 12"
  ],
  "description": "This crop shows two plan views of Bent 1 bent cap for a bridge over SR 21 (right and left segments, split by the roadway alignment), detailing beam centerline spacing for Beams 1 through 12, bearing centerline locations, dowel hole details for a 1 1/2\" smooth dowel, and skew angle of approximately 81°-20'-05.0\". Stationing for the beginning of the bridge and the B.F.P.R. reference point at Bent 1 is called out, along with cross-references to Detail 1 and Detail 2 on Bridge Sheet 16. This is a fragment of the bent cap plan documenting bearing/dowel layout and beam spacing, not a complete bridge plan."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Column/Pier (end)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "End columns at each end of structure, elevations EL.189.16/189.23 and EL.188.39/188.45"
    },
    {
      "name": "Cap beam / bent cap",
      "tag": "",
      "shape": "tapered, rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous longitudinal member spanning between end columns, with stepped top elevations"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (in elevation)",
      "material": "reinforced concrete (implied)",
      "count": 6,
      "note": "Vertical members below cap beam, shown with dashed centerlines, spaced at intervals"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-410",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #410, over each pile"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-412",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "2 bars, size #412"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-1010",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "4 bars, size #1010"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415A",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "typical, repeated at multiple locations"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415B",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at left end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "2-415C",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at right end"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "4-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": 2,
      "note": "at equal spaces, left and right ends"
    },
    {
      "name": "Reinforcement bar group",
      "tag": "7-411",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "at equal spaces, typical each bay"
    }
  ],
  "measurements": [
    {
      "label": "EL.",
      "value": "189.16",
      "unit": "",
      "appliesTo": "left end column top, left side"
    },
    {
      "label": "EL.",
      "value": "189.23",
      "unit": "",
      "appliesTo": "left end column top, right side"
    },
    {
      "label": "EL.",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top near pile 1"
    },
    {
      "label": "EL.",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top near pile 2"
    },
    {
      "label": "EL.",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top near pile 3"
    },
    {
      "label": "EL.",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top near pile 4"
    },
    {
      "label": "EL.",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top near pile 5"
    },
    {
      "label": "EL.",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top near pile 6"
    },
    {
      "label": "EL.",
      "value": "183.75",
      "unit": "",
      "appliesTo": "bottom of cap beam, left end"
    },
    {
      "label": "EL.",
      "value": "182.98",
      "unit": "",
      "appliesTo": "bottom of cap beam, right end"
    },
    {
      "label": "EL.",
      "value": "188.39",
      "unit": "",
      "appliesTo": "right end column top, left side"
    },
    {
      "label": "EL.",
      "value": "188.45",
      "unit": "",
      "appliesTo": "right end column top, right side"
    },
    {
      "label": "Spacing",
      "value": "4-410 OVER EACH PILE",
      "unit": "",
      "appliesTo": "reinforcement over piles"
    },
    {
      "label": "Spacing",
      "value": "10\"",
      "unit": "in",
      "appliesTo": "spacing between reinforcement, multiple locations"
    },
    {
      "label": "Spacing",
      "value": "10\", TYP.",
      "unit": "in",
      "appliesTo": "typical spacing"
    },
    {
      "label": "Spacing",
      "value": "7-411 AT EQ. SPS. TYP. EA. BAY",
      "unit": "",
      "appliesTo": "reinforcement spacing typical each bay"
    },
    {
      "label": "Dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost span segment"
    },
    {
      "label": "Dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "span segment (repeated 5 times)"
    },
    {
      "label": "Dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost span segment"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total length of structure shown"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "left end reinforcement"
    },
    {
      "label": "Spacing note",
      "value": "4-411 AT EQ. SPACES",
      "unit": "",
      "appliesTo": "right end reinforcement"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "10\", TYP.",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES"
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a continuous concrete cap beam/bent structure supported by end columns and multiple intermediate piles, spanning approximately 44 feet. It documents the reinforcement bar callouts, pile spacing, and top/bottom elevations at each pile and end column, indicating typical structural detailing for a pier or bent cap in a bridge or culvert foundation system."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Pile cap / bent cap beam",
      "tag": "",
      "shape": "rectangular, slightly stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width of crop, with stepped top elevations shown along its length"
    },
    {
      "name": "Column/pedestal (end, left)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.188.03/EL.188.10; sits at left end of cap"
    },
    {
      "name": "Column/pedestal (end, right)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Top elevations EL.189.00/EL.EL.189.11 (label appears duplicated as printed); sits at right end of cap"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular (dashed, hidden)",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown dashed below cap at regular spacing, aligned with vertical stirrup groups"
    },
    {
      "name": "Vertical reinforcement/stirrup group",
      "tag": "2-415A",
      "shape": "rectangular bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Typical, repeated at each pile location per callout '2-415A, TYP.'"
    },
    {
      "name": "Vertical reinforcement group (left end)",
      "tag": "2-415B",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Vertical reinforcement group (right end)",
      "tag": "2-415C",
      "shape": "bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Top longitudinal reinforcement bar group",
      "tag": "4-410",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Called out 'OVER EACH PILE'"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "4-1010",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Shown along cap beam, pointing to sloped bottom line"
    },
    {
      "name": "Longitudinal reinforcement bar group",
      "tag": "2-412",
      "shape": "straight bar group",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Located near top of cap beam"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "4-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 2,
      "note": "At each end, labeled '4-411 AT EQ. SPACES'"
    },
    {
      "name": "Transverse reinforcement bar group",
      "tag": "7-411",
      "shape": "bar group at equal spaces",
      "material": "reinforced concrete reinforcement",
      "count": 1,
      "note": "Labeled '7-411 AT EQ. SPS. TYP. EA. BAY', located at center bay"
    },
    {
      "name": "Section cut marker",
      "tag": "A",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section A-A marked at two locations along elevation"
    },
    {
      "name": "Section cut marker",
      "tag": "B",
      "shape": "arrow/flag symbol",
      "material": "",
      "count": 2,
      "note": "Section B-B marked at two locations along elevation"
    }
  ],
  "measurements": [
    {
      "label": "Top elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left end column top"
    },
    {
      "label": "Top elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap beam top, left area"
    },
    {
      "label": "Top elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Top elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Bottom elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap beam bottom, left end"
    },
    {
      "label": "Bottom elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap beam bottom, right end"
    },
    {
      "label": "Top elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right end column top"
    },
    {
      "label": "Top elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right end column top (printed as EL. EL. 189.11)"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near left end pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "typical spacing, TYP."
    },
    {
      "label": "Horizontal spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "spacing near right end pile"
    },
    {
      "label": "Bay dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "leftmost bay"
    },
    {
      "label": "Bay dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay span (repeated 5 times)"
    },
    {
      "label": "Bay dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "rightmost bay"
    },
    {
      "label": "Overall length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "total cap beam length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "4-411 AT EQ. SPACES",
    "2-415A, TYP.",
    "10\", TYP."
  ],
  "labels": [
    "ELEVATION"
  ],
  "description": "This crop is an elevation view of a reinforced concrete pile cap or bent cap beam supported on multiple piles, with end columns/pedestals at each end. It shows top-of-cap elevations at several points along its stepped/sloped upper surface, bottom elevations at the ends, pile locations (dashed) beneath the cap, and reinforcement bar callouts (2-412, 4-410, 4-1010, 2-415A/B/C, 4-411, 7-411) along with bay spacing dimensions and an overall length of 44'-1 1/16\". Section cut markers A-A and B-B are indicated at two locations along the beam for reference to corresponding cross sections."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Clearance",
      "value": "2",
      "unit": "\"",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "MAINTAIN 2\" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop contains a general notes block with two numbered notes: one specifying reinforcement clearance requirements and another referencing a standard drawing (GA. STD. 9037) for drainage details at end bents. No graphical elements, dimensions, or drawn objects are shown in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in Section B-B (with rebar detail) and in Section at End Bent and Wall (labeled CAP)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 1,
      "note": "Corner/top bar in cap cross-section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Top bars shown with hooks into corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 4,
      "note": "Longitudinal bars in cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": 2,
      "note": "Vertical stirrup/tie bars extending down from cap, series designation"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two piles shown below cap in both sections, broken line indicates continuation"
    },
    {
      "name": "Wingwall/wall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Vertical wall element connected to cap via zigzag reinforcement pattern"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop the wall"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B cap"
    },
    {
      "label": "Clear cover",
      "value": "2\" MIN.",
      "unit": "in",
      "appliesTo": "top reinforcement clearance"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "ft",
      "appliesTo": "cap depth, MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft",
      "appliesTo": "TYP. dimension within cap"
    },
    {
      "label": "Side clearance",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "reinforcement clearance"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "left half of cap width, from centerline"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "right half of cap width, from centerline"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "Minimum distance",
      "value": "6'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "overall dimension from B.F.P.R. to wall in end bent section"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "CAP in end bent section"
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\" MIN.",
      "unit": "ft",
      "appliesTo": "CAP depth in end bent section"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "B.F.P.R."
  ],
  "description": "This crop shows two related structural sections: Section B-B, a detailed cross-section of a reinforced concrete cap/beam with rebar callouts (411, 2-412, 4-1010, 2-415 series) and clearance dimensions, and Section at End Bent and Wall, showing the same cap element in relation to an adjoining wall with coping, illustrating the connection geometry between an end bent cap and a wingwall/retaining wall. Both sections include piles shown schematically below the cap and are drawn at 3/4\" = 1'-0\" scale."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Reinforced concrete member (rectangular section, possibly pier/column cap)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in section with a narrower rectangular stem/shaft below, on centerline, suggesting a column or pedestal cross-section."
    },
    {
      "name": "Corner/longitudinal reinforcement bar",
      "tag": "410",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located at the four corners of the rectangular section, with diagonal leader lines."
    },
    {
      "name": "Top reinforcement bar",
      "tag": "2-412",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Located near top center of section, inside the 4-10 corner bars."
    },
    {
      "name": "Reinforcement bar (interior/tie)",
      "tag": "4-1010",
      "shape": "circular (bar, shown as dot in section)",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located along top of section between corner bars, per leader label."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top)"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top, left half)"
    },
    {
      "label": "Half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "rectangular section (top, right half)"
    },
    {
      "label": "Minimum clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "top cover, labeled 2\" MIN. CL."
    },
    {
      "label": "Minimum depth",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "overall section depth, labeled 2'-0\" MIN."
    },
    {
      "label": "Typical spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "vertical spacing between bar rows, labeled 1'-0\" TYP."
    },
    {
      "label": "Clearance",
      "value": "2",
      "unit": "in",
      "appliesTo": "side cover, labeled 2\" CL. 3 SIDES"
    },
    {
      "label": "Bottom half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "stem/shaft width (bottom, left half)"
    },
    {
      "label": "Bottom half width",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "stem/shaft width (bottom, right half)"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\"",
    "410",
    "2-412",
    "4-1010",
    "aruna sastry"
  ],
  "description": "This crop shows a cross-sectional detail labeled 'SECTION A-A' at 3/4\"=1'-0\" scale, depicting a reinforced concrete rectangular member (likely a pier cap or column head) with a narrower rectangular stem below along the centerline. Reinforcement is called out with bar marks 410 (corner bars), 2-412 (top bars), and 4-1010 (additional top bars), along with cover and spacing dimensions (2\" min. clearance, 2'-0\" min. depth, 1'-0\" typical spacing, 2\" clearance on three sides). The drawing is a detail section documenting reinforcement layout and minimum concrete cover requirements for this structural element."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53, referenced in general notes; not depicted graphically in this crop"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "Bent 1L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "Bent 1R piles"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 1 LT."
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "Bent 1 RT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 1 LT."
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "Bent 1 RT."
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing (unless otherwise noted)"
    },
    {
      "label": "Bridge Sheet",
      "value": "13 OF 21",
      "unit": "",
      "appliesTo": "Sheet numbering"
    },
    {
      "label": "Drawing No.",
      "value": "35-0013",
      "unit": "",
      "appliesTo": "Sheet"
    },
    {
      "label": "Date",
      "value": "MAY 2025",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "BRIDGE NO. 1 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",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0013",
    "BRIDGE SHEET 13 OF 21",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DESIGNED UP",
    "CHECKED AS",
    "REVIEWED DLC/SKG",
    "DRAWN EPR",
    "DESIGN GROUP JBK",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.1937I ARUNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0013.dgn"
  ],
  "description": "This crop shows the title block and general notes/quantities panel for Bridge Sheet 13 of 21, covering End Bent 1 of a bridge on SR 21 over NS #620272Y in Jenkins County, Georgia. It includes pile design notes (H-pile HP12x53, load and driving criteria), a substructure quantities table for Bent 1 LT. and RT. (concrete and reinforcing steel), and standard GDOT title block information including project number, engineer seal, drawing number, scale, and sheet designations. No structural elements are graphically depicted; this is administrative/tabular sheet content."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 1 RIGHT",
      "shape": "rectangular with rounded/tapered ends",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows beam bearing locations for beams 7-12; dowel holes and bearing details at each beam line."
    },
    {
      "name": "Bent cap",
      "tag": "BENT 1 LEFT",
      "shape": "rectangular with rounded/tapered ends",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows beam bearing locations for beams 1-6; dowel holes and bearing details at each beam line."
    },
    {
      "name": "Bearing",
      "tag": "BRG.",
      "shape": "rectangular (small plan symbol)",
      "material": "",
      "count": 12,
      "note": "Bearing centerlines shown at each beam location on both bent caps (6 per cap)."
    },
    {
      "name": "Dowel hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed 3\" dia. x 12\" deep holes for 1-1/2\" dia. smooth dowels, typical at cap ends per Detail 1."
    },
    {
      "name": "Beam",
      "tag": "BEAM 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Centerlines of beams shown as reference marks along both bent caps; beams themselves not shown, only centerline callouts."
    }
  ],
  "measurements": [
    {
      "label": "Span between bents",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between Bent 1 Right and centerline SR 21"
    },
    {
      "label": "Span between bents",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "between centerline SR 21 and Bent 1 Left"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, typical"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, typical"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "at centerline SR 21"
    },
    {
      "label": "Cap edge dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Bent 1 Right end"
    },
    {
      "label": "Cap edge dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "Bent 1 Left end"
    },
    {
      "label": "Cap end offset",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "Cap end offset",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "Beam spacing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, beam 8 area"
    },
    {
      "label": "Beam spacing dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, beam 5 area"
    },
    {
      "label": "Dowel spacing",
      "value": "2 3/4\"",
      "unit": "",
      "appliesTo": "typical, both bents"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "repeated between beams 7-12 and 1-6"
    },
    {
      "label": "Beam centerline spacing (alt callout)",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "repeated between beams 7-12 and 1-6"
    },
    {
      "label": "End segment dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, both ends"
    },
    {
      "label": "End segment dimension",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, both ends"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, beam 12 end"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, beam 6 end"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 3/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Right, beam 7 end"
    },
    {
      "label": "Cumulative dimension",
      "value": "6'-10 3/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Left, beam 1 end"
    },
    {
      "label": "Overall cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Right"
    },
    {
      "label": "Overall cap length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Left"
    },
    {
      "label": "Cap depth/width",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "Bent 1 Right and Bent 1 Left end shape"
    },
    {
      "label": "Cap end width",
      "value": "3'-0 1/16\"",
      "unit": "",
      "appliesTo": "Bent 1 Right and Bent 1 Left rounded end"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in (DIA.)",
      "appliesTo": "dowel hole detail"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in (DEEP)",
      "appliesTo": "dowel hole detail"
    },
    {
      "label": "Dowel diameter",
      "value": "1 1/2",
      "unit": "in (DIA.)",
      "appliesTo": "smooth dowel"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "Bent 1 Right, near beam 8"
    },
    {
      "label": "Station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge, B.F.P.R. Bent 1"
    },
    {
      "label": "Station",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "Bent 1 Left, near beam 5"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16",
    "SR 21 EB = PGL",
    "SR 21 WB = PGL",
    "BEGIN BRIDGE B.F.P.R. BENT 1",
    "B.F.P.R.",
    "℄ SR 21",
    "℄ BRG.",
    "AHEAD"
  ],
  "labels": [
    "GDOT",
    "P.I. NO. 0019181",
    "PLAN (BENT 1 RIGHT)",
    "PLAN (BENT 1 LEFT)",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "℄ BEAM 7",
    "℄ BEAM 8",
    "℄ BEAM 9",
    "℄ BEAM 10",
    "℄ BEAM 11",
    "℄ BEAM 12"
  ],
  "description": "This crop shows two plan views of a skewed bridge bent cap (Bent 1 Right and Bent 1 Left), each supporting six beams (Beams 1-12 total across both), with detailed dimensions for beam spacing, dowel hole locations, bearing centerlines, and skew angle (81°-20'-05.0\"). Station callouts identify the begin-bridge point and centerline of SR 21, with references to detail sheets for dowel and end-block details. This is a structural plan detail for the substructure bent caps of a bridge, likely used for concrete and reinforcement quantity takeoff at the bent cap level."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap / pile cap beam",
      "tag": "",
      "shape": "rectangular, tapered top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Long horizontal cap beam spanning full width shown, with stepped top elevations along its length"
    },
    {
      "name": "end column/pier",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Vertical elements at each end of the cap beam, taller than the cap, with top elevations EL.189.16/189.23 (left) and EL.188.39/188.45 (right)"
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Shown below cap beam with dashed centerlines, spaced at 7'-7 1/16\" typical intervals, each with 10\" TYP. dimension at top"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-412",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near center of cap beam"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415A",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Labeled TYP., appears at multiple pile locations"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415B",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At left end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-415C",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "At right end near column"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-410",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-410 OVER EACH PILE'"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '4-411 AT EQ. SPACES' at both left and right ends"
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-411",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Noted as '7-411 AT EQ. SPS. TYP. EA. BAY' at center bay"
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-1010",
      "shape": "bar",
      "material": "steel reinforcement",
      "count": null,
      "note": "Called out near second pile from left"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.16",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "189.23",
      "unit": "",
      "appliesTo": "top of left end column"
    },
    {
      "label": "Elevation",
      "value": "185.75",
      "unit": "",
      "appliesTo": "cap beam top, near left"
    },
    {
      "label": "Elevation",
      "value": "185.65",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.52",
      "unit": "",
      "appliesTo": "cap beam top, center"
    },
    {
      "label": "Elevation",
      "value": "185.39",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.26",
      "unit": "",
      "appliesTo": "cap beam top"
    },
    {
      "label": "Elevation",
      "value": "185.10",
      "unit": "",
      "appliesTo": "cap beam top, near right"
    },
    {
      "label": "Elevation",
      "value": "183.75",
      "unit": "",
      "appliesTo": "cap beam bottom/left end"
    },
    {
      "label": "Elevation",
      "value": "182.98",
      "unit": "",
      "appliesTo": "cap beam bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "top of right end column"
    },
    {
      "label": "Horizontal spacing",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "left end to first pile"
    },
    {
      "label": "Horizontal spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile spacing, repeated 5 times"
    },
    {
      "label": "Horizontal spacing",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "last pile to right end"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "overall cap beam length"
    },
    {
      "label": "Pile top offset",
      "value": "10\"",
      "unit": "",
      "appliesTo": "pile top dimension, typical"
    },
    {
      "label": "Bar count over pile",
      "value": "4-410",
      "unit": "",
      "appliesTo": "reinforcement over each pile"
    },
    {
      "label": "Bar count at ends",
      "value": "4-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, both ends"
    },
    {
      "label": "Bar count center bay",
      "value": "7-411",
      "unit": "",
      "appliesTo": "reinforcement at equal spaces, typical each bay"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop shows an elevation view of a bent/pile cap beam supported on six piles, flanked by two taller end columns. The drawing records top-of-cap and column elevations at multiple points along the beam, pile spacing dimensions (7'-7 1/16\" typical, with end offsets of 2'-10 1/8\" and 3'-3 5/8\", totaling 44'-1 1/16\"), and reinforcing bar callouts (2-412, 2-415A/B/C, 4-410, 4-411, 7-411, 4-1010) for the cap beam and pile-cap connections. Section cut markers A and B are indicated at two locations along the cap."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap / pile cap",
      "tag": "",
      "shape": "rectangular, haunched/stepped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap beam spanning between end columns, top elevation steps down then up across its length, supported on piles"
    },
    {
      "name": "Column/pedestal",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap, with top elevations EL.188.03/188.10 (left) and EL.189.00/189.11 (right)"
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "rectangular/square",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Piles shown with dashed centerlines extending below cap at regular spacing"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Called out near top of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Called out within cap body"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Typical, repeated along cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At left end near EL.182.59"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415C",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At right end near EL.183.62"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, appears at both ends of cap (4-411 AT EQ. SPACES)"
    },
    {
      "name": "Reinforcement bar",
      "tag": "7-411",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spaces, typical each bay, center of cap"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-410",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Over each pile"
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "188.03",
      "unit": "ft",
      "appliesTo": "left column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "188.10",
      "unit": "ft",
      "appliesTo": "left column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "184.75",
      "unit": "ft",
      "appliesTo": "cap top, near left"
    },
    {
      "label": "Elevation",
      "value": "184.96",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.13",
      "unit": "ft",
      "appliesTo": "cap top, center-left"
    },
    {
      "label": "Elevation",
      "value": "185.30",
      "unit": "ft",
      "appliesTo": "cap top, center-right"
    },
    {
      "label": "Elevation",
      "value": "185.47",
      "unit": "ft",
      "appliesTo": "cap top"
    },
    {
      "label": "Elevation",
      "value": "185.62",
      "unit": "ft",
      "appliesTo": "cap top, near right"
    },
    {
      "label": "Elevation",
      "value": "189.00",
      "unit": "ft",
      "appliesTo": "right column top (outer)"
    },
    {
      "label": "Elevation",
      "value": "189.11",
      "unit": "ft",
      "appliesTo": "right column top (inner)"
    },
    {
      "label": "Elevation",
      "value": "183.62",
      "unit": "ft",
      "appliesTo": "cap bottom/right end"
    },
    {
      "label": "Elevation",
      "value": "182.59",
      "unit": "ft",
      "appliesTo": "cap bottom/left end"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, left"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, typical"
    },
    {
      "label": "Spacing",
      "value": "10",
      "unit": "in",
      "appliesTo": "pile/rebar spacing, right"
    },
    {
      "label": "Horizontal dimension",
      "value": "2'-10 1/8\"",
      "unit": "ft-in",
      "appliesTo": "left end segment"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "ft-in",
      "appliesTo": "bay spacing (repeated)"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-3 5/8\"",
      "unit": "ft-in",
      "appliesTo": "right end segment"
    },
    {
      "label": "Total length",
      "value": "44'-1 1/16\"",
      "unit": "ft-in",
      "appliesTo": "overall cap length"
    }
  ],
  "notes": [
    "4-410 OVER EACH PILE",
    "4-411 AT EQ. SPACES",
    "7-411 AT EQ. SPS. TYP. EA. BAY",
    "10\", TYP.",
    "2-415A, TYP."
  ],
  "labels": [
    "ELEVATION",
    "A",
    "B"
  ],
  "description": "This crop is an elevation view of a reinforced concrete bent/pile cap supported on six piles and terminating in a column/pedestal at each end, with the top of the cap stepped/sloped and a series of spot elevations called out along its length. Reinforcement is identified by bar marks (2-412, 4-1010, 2-415A/B/C, 4-411, 7-411, 4-410) with spacing and quantity notes, and horizontal bay dimensions plus an overall length of 44'-1 1/16\" are given along the bottom. Section cut markers A and B are shown at two locations along the cap, indicating cross sections are referenced elsewhere."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "clearance",
      "value": "2",
      "unit": "\"",
      "appliesTo": "reinforcement"
    }
  ],
  "notes": [
    "MAINTAIN 2\" CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "SEE GA. STD. 9037 FOR DRAINAGE DETAILS AT END BENTS."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop shows a general notes block containing two numbered construction notes: one specifying minimum concrete clearance for reinforcement, and another referencing a Georgia DOT standard drawing for drainage details at end bents. No graphical or dimensioned elements are shown, only printed text."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown in cross section (Section B-B) and in relation view (Section at End Bent and Wall), labeled 'CAP'"
    },
    {
      "name": "Reinforcement bar",
      "tag": "411",
      "shape": "",
      "material": "steel reinforcement",
      "count": 1,
      "note": "Corner/outer bars in cap section, shown at four corners"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-412",
      "shape": "",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Top bars in cap section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "4-1010",
      "shape": "",
      "material": "steel reinforcement",
      "count": 4,
      "note": "Bars shown in middle of cap section"
    },
    {
      "name": "Reinforcement bar",
      "tag": "2-415 SERIES",
      "shape": "",
      "material": "steel reinforcement",
      "count": 2,
      "note": "Vertical bars extending down from cap, likely pile/column dowels"
    },
    {
      "name": "Pile or column",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Two circular bars/piles shown below cap in Section B-B and as vertical supports in end bent section"
    },
    {
      "name": "Wingwall / retaining wall",
      "tag": "",
      "shape": "rectangular, vertical",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Wall shown at right side of end bent section, with coping cap on top"
    },
    {
      "name": "Coping",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap element atop wall, labeled COPING"
    }
  ],
  "measurements": [
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Clear cover top",
      "value": "2\" MIN. CL.",
      "unit": "in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Cap height (min)",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Cap, Section B-B"
    },
    {
      "label": "Bar spacing typical",
      "value": "1'-0\" TYP.",
      "unit": "ft-in",
      "appliesTo": "Cap reinforcement, Section B-B"
    },
    {
      "label": "Clear cover 3 sides",
      "value": "2\" CL. 3 SIDES",
      "unit": "in",
      "appliesTo": "Cap reinforcement, Section B-B"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, left half"
    },
    {
      "label": "Half-width dimension",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section B-B, right half"
    },
    {
      "label": "Overall min width",
      "value": "6'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Section at End Bent and Wall"
    },
    {
      "label": "Cap width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Cap, Section at End Bent and Wall"
    },
    {
      "label": "Cap height min",
      "value": "2'-0\" MIN.",
      "unit": "ft-in",
      "appliesTo": "Cap, Section at End Bent and Wall"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "1'-0\" TYP.",
    "B.F.P.R.",
    "6'-0\" MIN.",
    "2'-0\" MIN."
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "SECTION AT END BENT AND WALL",
    "SCALE: 3/4\" = 1'-0\"",
    "CAP",
    "COPING",
    "FRONT FACE OF WALL",
    "B.F.P.R."
  ],
  "description": "This crop shows two structural cross-section details: 'Section B-B' depicting the reinforcing steel arrangement inside a bent cap (rectangular concrete section with corner bars, top bars, and dowel bars extending downward to circular pile/column elements), and 'Section at End Bent and Wall' showing the relationship between the cap, its downward dowels, and an adjacent wingwall with a coping cap, including minimum clearance and width dimensions. These details document reinforcement layout and geometric clearances for a bridge end bent cap and its connection to a wingwall."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete column/pedestal (rectangular capital)",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Outer rectangular section shown, appears to be a footing/cap or column head with reduced-width stem below"
    },
    {
      "name": "column/pier stem",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Narrower rectangular element extending below the main section, shown in dashed/break line indicating continuation"
    },
    {
      "name": "corner reinforcement bar",
      "tag": "410",
      "shape": "bent bar, diagonal corner bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Shown at each of the four corners with arrows indicating placement"
    },
    {
      "name": "top reinforcement bar (pair)",
      "tag": "2-412",
      "shape": "straight bar",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Located near top of section, inboard of corner bars"
    },
    {
      "name": "horizontal/tie reinforcement bar",
      "tag": "4-1010",
      "shape": "straight bar",
      "material": "reinforcement steel",
      "count": 4,
      "note": "Located along right side, spaced at 1'-0\" typical"
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "bottom half width (left)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "bottom half width (right)",
      "value": "1'-6\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A"
    },
    {
      "label": "minimum clear cover (top)",
      "value": "2",
      "unit": "in",
      "appliesTo": "top reinforcement"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Section A-A, min depth"
    },
    {
      "label": "typical bar spacing",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "4-1010 bars, typical spacing"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2",
      "unit": "in",
      "appliesTo": "reinforcement, 3 sides"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES",
    "2'-0\" MIN.",
    "1'-0\" TYP.",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "labels": [
    "SECTION A-A",
    "410",
    "2-412",
    "4-1010",
    "aruna sastry"
  ],
  "description": "This crop shows a single reinforced concrete cross section labeled 'SECTION A-A', likely of a pier, column capital, or pedestal, with reinforcement bar callouts (410, 2-412, 4-1010) and clear cover/dimension notes. The section depicts an outer rectangular concrete profile with a narrower stem continuing below (broken line implying it continues past the crop), overall width 3'-0\" and minimum depth 2'-0\". No plan, elevation, or broader structural context is included in this crop, so the full extent of the member (pier, footing, or column) cannot be determined."
}

{
  "view": "Title Block",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "HP 12 X 53 piles, referenced in notes for Bent 1L and Bent 1R"
    },
    {
      "name": "bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 1, left; quantities listed in substructure table"
    },
    {
      "name": "bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "reinforced concrete",
      "count": 1,
      "note": "End Bent 1, right; quantities listed in substructure table"
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "pile"
    },
    {
      "label": "Pile section",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "pile"
    },
    {
      "label": "Minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "CY Class AA Concrete",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "LB Bar Reinf Steel",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1R"
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet number",
      "value": "13 OF 21",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Drawing number",
      "value": "35-0013",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Project number",
      "value": "0019181",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "BRIDGE NO. 1 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",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "SCALE: 1/4\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "MAY 2025",
    "DRAWING NO. 35-0013",
    "BRIDGE SHEET 13 OF 21",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0013.dgn"
  ],
  "description": "This crop shows the title block for Bridge Sheet 13 of a Georgia DOT bridge project (SR 21 @ NS #620272Y, Jenkins County), including firm information, engineer's seal, drawing metadata, and general notes on pile design and driving criteria. A substructure quantities table gives concrete and reinforcing steel quantities for End Bent 1 (left and right). No plan or section geometry is shown; this is administrative/title-block and notes content."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 2 LEFT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shows bearing lines, beam centerlines, and dowel bar hole locations for 6 beams"
    },
    {
      "name": "Bent cap",
      "tag": "BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Mirror layout of left bent cap, serving beams 7-12"
    },
    {
      "name": "Beam",
      "tag": "BEAM 1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Centerline shown on bent cap plan"
    },
    {
      "name": "Beam",
      "tag": "BEAM 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 5",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 6",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 7",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 8",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 9",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 10",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 11",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Beam",
      "tag": "BEAM 12",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Formed 3\" dia x 12\" deep hole for 1 1/2\" dia smooth dowel bar, typical at each beam bearing location"
    },
    {
      "name": "Bearing",
      "tag": "C BEARING",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing centerline marked at ends of each bent cap"
    }
  ],
  "measurements": [
    {
      "label": "Overall length between beam 1 and beam 6 centerline group",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "Overall length between beam 7 and beam 12 centerline group",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "End spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT / RIGHT end bays"
    },
    {
      "label": "Interior beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "Interior beam spacing (alt notation)",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "cap end"
    },
    {
      "label": "End offset (right side)",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "cap end"
    },
    {
      "label": "Cap width dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap cross-section"
    },
    {
      "label": "Cap width dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap cross-section"
    },
    {
      "label": "Overall cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap width"
    },
    {
      "label": "Setback dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Dimension near bearing centerline",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bearing centerline offset"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3",
      "unit": "in",
      "appliesTo": "dowel bar hole"
    },
    {
      "label": "Dowel hole depth",
      "value": "12",
      "unit": "in",
      "appliesTo": "dowel bar hole"
    },
    {
      "label": "Dowel bar diameter",
      "value": "1 1/2",
      "unit": "in",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent skew, typical"
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 LEFT centerline"
    },
    {
      "label": "Station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT centerline"
    },
    {
      "label": "Distance from centerline to PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB PGL"
    },
    {
      "label": "Distance from centerline to PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB PGL"
    },
    {
      "label": "P.I. Number",
      "value": "0019181",
      "unit": "",
      "appliesTo": "title block"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "81°-20'-05.0\", TYP."
  ],
  "labels": [
    "GDOT",
    "P.I. NO.",
    "0019181",
    "PLAN (BENT 2 LEFT)",
    "PLAN (BENT 2 RIGHT)",
    "SR 21 WB = PGL",
    "SR 21 EB = PGL",
    "C SR 21",
    "C BEARING",
    "C BENT",
    "C BEAM 1",
    "C BEAM 2",
    "C BEAM 3",
    "C BEAM 4",
    "C BEAM 5",
    "C BEAM 6",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12"
  ],
  "description": "This crop shows a plan view of Bent 2's cap, split into left and right halves (Bent 2 Left serving Beams 1-6, Bent 2 Right serving Beams 7-12), with beam centerlines, bearing centerlines, skew angle callouts, station markers, and dimensioned spacing between beams and dowel bar hole locations. The drawing documents the bent cap geometry, beam bearing layout, and dowel bar hole details for the bridge superstructure support at this bent line, referenced to the SR 21 profile grade lines (PGL) for both eastbound and westbound roadways."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2",
      "shape": "rectangular, slightly tapered top",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Left bent cap shown in full elevation; right bent cap shown partially cropped at right edge of sheet"
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 1 labeled with section cut C"
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "circular (in plan, shown as rectangular elevation)",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Centerline column 2 shown; additional partial column visible on right side of crop"
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular/square (11'-6\" SQUARE TYP.)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing shown fully under left bent, another partially under right bent"
    },
    {
      "name": "pile",
      "tag": "HP12X53",
      "shape": "H-section",
      "material": "structural steel",
      "count": null,
      "note": "Referenced in pile connection detail and general notes; not directly drawn in elevation view"
    },
    {
      "name": "reinforcement bar",
      "tag": "620/621",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Vertical column bars, various spacing callouts (14-620 AT 6\" MAX, 9-620 AT 12\" MAX, 7-620 AT 12\" MAX, etc.)"
    },
    {
      "name": "reinforcement bar",
      "tag": "521/522",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Cap top/bottom bars (12-521, 25-521, 14-522 DBL)"
    },
    {
      "name": "reinforcement bar",
      "tag": "1121/1121A/1120 SERIES",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Column longitudinal/tie bars; note 3 states extend bars 1121A 3'-6\" into cap"
    },
    {
      "name": "reinforcement bar",
      "tag": "420/920",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Footing bars, 12-420 AT EQ.SPS. and 16-920 AT EQ.SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "422",
      "shape": "bar",
      "material": "reinforced steel",
      "count": null,
      "note": "Bar 422 not shown per note 2"
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical coupler location noted, see Special Provision 511"
    },
    {
      "name": "pile connection detail",
      "tag": "",
      "shape": "H-section pile with #8 bar hoops",
      "material": "structural steel / reinforced steel",
      "count": 1,
      "note": "Detail showing H-pile with 2\" diameter holes, #8 bar bent at 30°, no scale"
    }
  ],
  "measurements": [
    {
      "label": "Bent cap top elevation",
      "value": "185.78",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.23",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.96",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.41",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.10",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.55",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.24",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.70",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.38",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "186.49",
      "unit": "ft",
      "appliesTo": "cap (BK)"
    },
    {
      "label": "Bent cap top elevation",
      "value": "185.93",
      "unit": "ft",
      "appliesTo": "cap (AH)"
    },
    {
      "label": "Cap length",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap top reinforcement spacing"
    },
    {
      "label": "Bar spacing",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Bar spacing",
      "value": "2-520",
      "unit": "",
      "appliesTo": "cap bars"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "cap, MIN"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.25",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.11",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.32",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.73",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.80",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Bottom of cap elevation",
      "value": "181.93",
      "unit": "ft",
      "appliesTo": "cap bottom"
    },
    {
      "label": "Column tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "column ties, 12-521"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "9-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-620",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "7-621",
      "unit": "",
      "appliesTo": "column, AT 12\" MAX"
    },
    {
      "label": "Column bar count",
      "value": "14-620",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Column bar count",
      "value": "14-621",
      "unit": "",
      "appliesTo": "column, AT 6\" MAX (lower)"
    },
    {
      "label": "Spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "14-522 DBL bars"
    },
    {
      "label": "Bar spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "cap bottom bars"
    },
    {
      "label": "Length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "cap span between columns"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "cap end overhang, both sides"
    },
    {
      "label": "Dimension",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "cap edge clearance"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bar spacing offset"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bar spacing"
    },
    {
      "label": "Column height dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "column upper segment"
    },
    {
      "label": "Column height dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "column top segment"
    },
    {
      "label": "Column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "column mid segment, Column 2"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location"
    },
    {
      "label": "Distance",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler location (second)"
    },
    {
      "label": "Footing elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "footing top, TYP."
    },
    {
      "label": "Footing bar count",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Cover",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "footing, CL. TYP."
    },
    {
      "label": "Footing size",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing, SQUARE TYP."
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing, TYP."
    },
    {
      "label": "Dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing top width segment TYP."
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "footing edge TYP."
    },
    {
      "label": "Footing bar count",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "Column 1/2"
    },
    {
      "label": "Column bar series",
      "value": "12-1120 SERIES",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Right bent cap elevation",
      "value": "186.42",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (BK)"
    },
    {
      "label": "Right bent cap elevation",
      "value": "185.84",
      "unit": "ft",
      "appliesTo": "right partial bent, cap (AH)"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.84",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent cap bottom elevation",
      "value": "181.68",
      "unit": "ft",
      "appliesTo": "right partial bent cap bottom"
    },
    {
      "label": "Right bent tie spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "right bent column, 12-521"
    },
    {
      "label": "Right bent dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "right bent cap overhang"
    },
    {
      "label": "Right bent bar series",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "right bent column"
    },
    {
      "label": "Pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail, both sides"
    },
    {
      "label": "Pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 bar bend"
    },
    {
      "label": "Pile connection dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "Pile connection dimension",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "Pile connection dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail spacing"
    },
    {
      "label": "Bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 bar"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT., Class AA Concrete"
    },
    {
      "label": "Concrete quantity",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT., Class AA Concrete"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT., Bar Reinf Steel"
    },
    {
      "label": "Reinforcing steel quantity",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT., Bar Reinf Steel"
    },
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "ft",
      "appliesTo": "Bent 2L piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "ft",
      "appliesTo": "Bent 2R piles"
    }
  ],
  "notes": [
    "SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "BARS 422 NOT SHOWN.",
    "EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "PLAN DRIVING OBJECTIVE: ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "NOTES:",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "#8 BAR",
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 2 LT.",
    "BENT 2 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL",
    "PLAN DRIVING OBJECTIVE",
    "aruna sastry",
    "5/31/2025",
    "11:15:44 AM"
  ],
  "description": "This crop shows an elevation view of Bridge Bent 2 (left looking ahead), including the bent cap, two columns (Column 1 and Column 2), and a square spread footing, fully dimensioned with top-of-cap and bottom-of-cap elevations, reinforcement bar marks and spacing, and construction joint/coupler notes. A partial view of a second bent (right side) is also visible at the right edge of the sheet. The sheet also includes a Pile Connection Detail (H-pile with #8 bar hoop, no scale) and a Substructure Quantities table listing concrete and reinforcing steel quantities for Bent 2 Left and Right, along with pile design/driving criteria notes."
}