Construction Joint

{
  "view": "Notes",
  "objects": [
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier and fence post dimensions are measured along inside face of barrier; expansion joints noted in barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "*",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier."
    },
    {
      "name": "expansion joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "1” expansion joint in barrier and required construction joint in deck."
    },
    {
      "name": "construction joint",
      "tag": "**",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "600",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as pairs in top of slab."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "*"
    },
    {
      "label": "Expansion joint width",
      "value": "1”",
      "unit": "",
      "appliesTo": "**"
    },
    {
      "label": "Reinforcement bar quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "Reinforcement bar length",
      "value": "10’-0” LONG",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. [symbol] 1” EXPANSION JOINT IN BARRIER.",
    "** 4. [symbol] 1” EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓘ 5. 2-600 (10’-0” LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for bridge work. It provides diaphragm-location reference, barrier and fence-post dimensioning guidance, expansion/construction-joint requirements, and top-slab reinforcing information at intermediate bents 2 and 3."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "500B",
      "shape": "bent bars at skewed joint",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Bars are shown bending at the B.F.P.R. or construction joint."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "skewed linear joint",
      "material": "",
      "count": 1,
      "note": "Identified as B.F.P.R. or construction joint."
    }
  ],
  "measurements": [
    {
      "label": "clear",
      "value": "2\"",
      "unit": "",
      "appliesTo": "B.F.P.R. or construction joint"
    },
    {
      "label": "chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "*SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR."
  ],
  "labels": [
    "B.F.P.R. OR CONST. JOINT",
    "MAIN SLAB REINF.",
    "AT B.F.P.R. OR CONST. JOINT",
    "℄ BRIDGE",
    "3/4\" CHAMFER",
    "LOW MODULUS SEALANT (TYPE partial)",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five 500B reinforcement bars are diagrammatically shown bending along the skewed joint; accompanying notes direct that the bars are detailed as equivalent full-length bars and reference Georgia DOT placement requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location referenced on beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Barrier dimensions and expansion joints are noted."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in barrier."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab referenced."
    },
    {
      "name": "intermediate bent",
      "tag": "2 and 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced as intermediate bents."
    },
    {
      "name": "reinforcement bars",
      "tag": "600",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Between each pair of 400 bars in top of slab over intermediate bents 2 and 3."
    },
    {
      "name": "reinforcement bars",
      "tag": "400",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Referenced as pairs."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "Expansion joint in barrier",
      "value": "1″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "600 bars length",
      "value": "10′-0″",
      "unit": "",
      "appliesTo": "600"
    },
    {
      "label": "600 bars quantity",
      "value": "2-600",
      "unit": "",
      "appliesTo": "600"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ℄ 1″ EXPANSION JOINT IN BARRIER.",
    "** 4. ℄ 1″ EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "ⓐ 5. 2-600 (10′-0″ LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "ⓑ 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block from a bridge drawing. It gives diaphragm-reference, barrier and fence-post dimensioning, barrier/deck joint, slab reinforcement, and reinforcement lap requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "beam",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as “BEAM SHEETS” for diaphragm location."
    },
    {
      "name": "diaphragm",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Location is referenced to beam sheets."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Notes address barrier dimensions and expansion joints."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimensions are measured along the inside face of barrier."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified in barrier in Notes 3 and 4."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Required in deck per Note 4."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced over intermediate bents 2 and 3."
    },
    {
      "name": "intermediate bent",
      "tag": "2 AND 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Referenced in Note 5 only."
    },
    {
      "name": "reinforcement bars",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bar designations/quantities are partially unclear in Note 5; lap splices are addressed in Note 6."
    }
  ],
  "measurements": [
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 3"
    },
    {
      "label": "expansion joint width",
      "value": "½\"",
      "unit": "",
      "appliesTo": "barrier; Note 4"
    },
    {
      "label": "bar length",
      "value": "10'-0\"",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "reinforcement notation/quantity as printed",
      "value": "2-600",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    },
    {
      "label": "bar notation/quantity as printed",
      "value": "400",
      "unit": "",
      "appliesTo": "reinforcement bars; Note 5"
    }
  ],
  "notes": [
    "1. SEE BEAM SHEETS FOR DIAPHRAGM LOCATION.",
    "2. BARRIER AND FENCE POST DIMENSIONS ARE MEASURED ALONG INSIDE FACE OF BARRIER.",
    "* 3. ½\" EXPANSION JOINT IN BARRIER.",
    "** 4. ½\" EXPANSION JOINT IN BARRIER AND REQUIRED CONSTRUCTION JOINT IN DECK.",
    "[circled *] 5. 2-600 (10'-0\" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.",
    "[two circled *] 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES."
  ],
  "labels": [
    "NOTES"
  ],
  "description": "This crop is a notes block containing six general bridge construction notes. It documents diaphragm-location referencing, barrier and fence-post dimensioning, barrier/deck joint requirements, and reinforcement placement and lap-splice requirements over intermediate bents 2 and 3."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "main slab reinforcement bars",
      "tag": "*500B",
      "shape": "bent bars",
      "material": "steel reinforcement",
      "count": 5,
      "note": "Bars shown terminating/bending at skewed joint."
    },
    {
      "name": "construction joint",
      "tag": "B.F.P.R. OR CONST. JOINT",
      "shape": "skewed diagonal joint line",
      "material": "",
      "count": 1,
      "note": "Shown through main slab reinforcement detail."
    },
    {
      "name": "chamfer",
      "tag": "",
      "shape": "chamfered edge",
      "material": "",
      "count": null,
      "note": "Callout is partially cropped."
    },
    {
      "name": "low modulus sealant",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout text is partially cropped."
    }
  ],
  "measurements": [
    {
      "label": "clearance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "main slab reinforcement bars"
    },
    {
      "label": "chamfer",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "chamfer"
    }
  ],
  "notes": [
    "BARS ARE DETAILED IN BAR DETAILS AS EQUIVALENT FULL LENGTH BARS.",
    "* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA DOT SPECIFICATION FOR PLACEMENT OF 500B BAR.",
    "LOW MODULUS SIL[partial] SEALANT (TYPE A[partial]"
  ],
  "labels": [
    "MAIN SLAB REINF.",
    "B.F.P.R. OR CONST. JOINT",
    "AT B.F.P.R. OR CONST. JOINT",
    "⊥ ℄ BRIDGE",
    "BAR BENDING DETAILS AT SKEWED JOINTS",
    "NO SCALE"
  ],
  "description": "This crop shows a bar-bending detail for main slab reinforcement at a skewed B.F.P.R. or construction joint. Five bent reinforcement bars are depicted adjacent to the diagonal joint, with a 2 inch clear dimension and notes referring to equivalent full-length bar detailing and placement of the 500B bar."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "",
      "count": 1,
      "note": "Slab spans across six beams."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 to BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam sections are visible and individually identified from BEAM 1 through BEAM 6."
    },
    {
      "name": "edge upstand",
      "tag": "",
      "shape": "tapered vertical upstand",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside deck edge; fence is noted as not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 30,
      "note": "Callout states 30-400A SPACED AS SHOWN; additional 6-400A and 14-400A distribution callouts are shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at 6½ in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "50I",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown under every 500A."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required joint is shown at the right deck edge, parallel with deck."
    }
  ],
  "measurements": [
    {
      "label": "D, interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "D, exterior beams",
      "value": "9⅜”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "overall width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "deck slab; OUT TO OUT"
    },
    {
      "label": "gutter-to-gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck slab; GUTTER TO GUTTER"
    },
    {
      "label": "width",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "width",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "edge offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "edge dimension",
      "value": "1½”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "minimum dimension",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": "right deck edge; TYP."
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼”",
      "unit": "",
      "appliesTo": "deck slab reinforcement; CL."
    },
    {
      "label": "slab thickness",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1”",
      "unit": "",
      "appliesTo": "deck slab reinforcement; CL."
    },
    {
      "label": "edge vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "edge vertical dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "right deck edge"
    },
    {
      "label": "drip bead size",
      "value": "¾”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "edge dimension",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "deck edge; shown each side"
    },
    {
      "label": "dimension",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam end / edge; shown multiple locations"
    },
    {
      "label": "beam spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "BEAM 1 to BEAM 6; shown between adjacent beams"
    },
    {
      "label": "end beam spacing",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "outside edge to BEAM 1 and BEAM 6 to outside edge"
    },
    {
      "label": "reinforcement quantity",
      "value": "30-400A",
      "unit": "",
      "appliesTo": "400A reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "6-400A",
      "unit": "",
      "appliesTo": "400A reinforcement at each outside beam zone"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-400A",
      "unit": "",
      "appliesTo": "400A reinforcement at equal spaces, typical"
    }
  ],
  "notes": [
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "OUT TO OUT",
    "GUTTER TO GUTTER"
  ],
  "description": "This crop is a transverse section through the bridge deck slab, showing the slab over six I-girder beam sections. It documents deck width, beam spacing, slab slope and thickness, reinforcement callouts, edge upstands, a construction joint, and typical drip bead detail."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Slab spans over six beams with overhangs at both edges."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are shown."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each deck edge."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown at 6½\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "50I",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "6-400A",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown at equal spaces at both exterior beam regions."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-400A",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "At equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-403A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial lower detail only."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Partial lower detail only."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required joint shown at the right deck edge."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Full-length drip bead, typical."
    }
  ],
  "measurements": [
    {
      "label": "Interior-beam dimension “D”",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "deck slab / interior beams"
    },
    {
      "label": "Exterior-beam dimension “D”",
      "value": "9⅞”",
      "unit": "",
      "appliesTo": "deck slab / exterior beams"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Overall out-to-out width",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": "right portion of deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "14’-2½”",
      "unit": "",
      "appliesTo": "right portion of deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Width dimension",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": "deck slab section"
    },
    {
      "label": "Gutter offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": "both deck edges"
    },
    {
      "label": "Edge offset",
      "value": "1½”",
      "unit": "",
      "appliesTo": "both deck edges"
    },
    {
      "label": "Barrier-side minimum width",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": "right edge barrier"
    },
    {
      "label": "Slab clear cover",
      "value": "2¾” CL.",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Slab clear cover",
      "value": "1” CL.",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Deck cross slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6½”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "End reinforcement spacing",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "6-400A"
    },
    {
      "label": "Reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "14-400A"
    },
    {
      "label": "Beam-side spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "beam regions"
    },
    {
      "label": "Exterior beam spacing",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "BEAM 1 / BEAM 6 to deck edge"
    },
    {
      "label": "Beam spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6"
    },
    {
      "label": "Drip-bead offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Drip-bead size",
      "value": "¾”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "Partial lower-detail dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "7-403A detail"
    },
    {
      "label": "Partial lower-detail dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "lower-right partial detail"
    },
    {
      "label": "Partial lower-detail cover",
      "value": "1½” CL. TYP.",
      "unit": "",
      "appliesTo": "403A lower-right partial detail"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅞” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "50I UNDER EVERY 500A",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "℄ ¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "AT EQ. SPS.",
    "AT EQUAL SPACES, TYP.",
    "AT EQUAL SPACES"
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "℄ SR 21/MIL",
    "= ℄ CONSTR",
    "= ℄ SYMMET",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "7-403A",
    "403A"
  ],
  "description": "This crop primarily shows a transverse section through the bridge deck slab, supported on six I-girders, with deck overhangs and edge barriers. It documents slab geometry, beam spacing, deck reinforcement callouts, a construction joint, and a full-length triangular drip bead; partial additional details are visible along the bottom and right edges."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping planar slab",
      "material": "",
      "count": 1,
      "note": "Shown transversely over six beams; slab depth varies as dimension “D”."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Six beam cross sections are visible beneath the slab."
    },
    {
      "name": "concrete traffic barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 2,
      "note": "One barrier is shown at each outside edge of the slab."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Callout identifies a required construction joint parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Callout indicates drip bead full length of bridge, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Callout: 502 at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 30,
      "note": "30-400A spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Shown at 6½ in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "501 under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 6,
      "note": "6-400A at equal spaces is shown at each exterior beam location."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 14,
      "note": "14-400A at equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "403A",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "Partially shown in the lower cropped detail; at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "507A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Partially shown in the lower cropped detail."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "deck width"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck width"
    },
    {
      "label": "deck width dimension",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width dimension",
      "value": "14'-2½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "edge dimension",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1'-8\"",
      "unit": "ft-in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "deck edge"
    },
    {
      "label": "edge dimension",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "deck edge"
    },
    {
      "label": "barrier height",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "concrete traffic barrier"
    },
    {
      "label": "barrier height",
      "value": "8\"",
      "unit": "in",
      "appliesTo": "concrete traffic barrier"
    },
    {
      "label": "minimum dimension",
      "value": "3'-0\"",
      "unit": "ft-in",
      "appliesTo": "deck edge, TYP."
    },
    {
      "label": "deck cross slope",
      "value": "2%",
      "unit": "%",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¾\"",
      "unit": "in",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "in",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "in",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "in",
      "appliesTo": "500A"
    },
    {
      "label": "beam-side dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam, TYP."
    },
    {
      "label": "beam-side dimension",
      "value": "3\"",
      "unit": "in",
      "appliesTo": "beam, TYP."
    },
    {
      "label": "exterior dimension",
      "value": "4⅜\"",
      "unit": "in",
      "appliesTo": "exterior beam location"
    },
    {
      "label": "exterior dimension",
      "value": "4⅜\"",
      "unit": "in",
      "appliesTo": "exterior beam location"
    },
    {
      "label": "left overhang",
      "value": "3'-0½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 1 to BEAM 2"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 2 to BEAM 3"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 3 to BEAM 4"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 4 to BEAM 5"
    },
    {
      "label": "beam spacing",
      "value": "7'-6\"",
      "unit": "ft-in",
      "appliesTo": "BEAM 5 to BEAM 6"
    },
    {
      "label": "right overhang",
      "value": "3'-0½\"",
      "unit": "ft-in",
      "appliesTo": "deck slab"
    },
    {
      "label": "drip bead dimension",
      "value": "3/4\"",
      "unit": "in",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "reinforcement end dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A, partial lower detail"
    },
    {
      "label": "reinforcement end dimension",
      "value": "5\"",
      "unit": "in",
      "appliesTo": "403A, partial lower detail"
    },
    {
      "label": "partial lower detail dimension",
      "value": "2\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail"
    },
    {
      "label": "clear cover",
      "value": "1½\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail, TYP."
    },
    {
      "label": "partial lower detail dimension",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "partial lower-right detail"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅛” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.",
    "FENCE NOT SHOWN, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported on six I-shaped beams, with tapered edge barriers and deck reinforcement callouts. It documents slab geometry, beam spacing, overhangs, reinforcement, construction joint, and drip-bead requirements; partial portions of additional details are visible below and at the right edge."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "",
      "count": 1,
      "note": "Sectioned slab spans over six beams; slab thickness is called out."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are identified as C BEAM 1 through C BEAM 6."
    },
    {
      "name": "edge barrier",
      "tag": "",
      "shape": "tapered parapet/barrier",
      "material": "",
      "count": 2,
      "note": "One is shown at each outside edge of the slab."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 6,
      "note": "Called out at equal spaces at each exterior side."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 14,
      "note": "Called out at equal spaces, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear bar",
      "material": "",
      "count": 30,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Called out at 6 1/2 inches and under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Called out full length of bridge, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": null,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "14'-2½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "2¼\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "slab thickness",
      "value": "7¾\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "clear cover",
      "value": "1\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "minimum, typical",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge barrier"
    },
    {
      "label": "typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "typical",
      "value": "3\"",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "triangular drip bead",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "4⅜\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "",
      "value": "3'-0½\"",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "",
      "value": "7'-6\"",
      "unit": "",
      "appliesTo": "beam spacing"
    },
    {
      "label": "reinforcement spacing",
      "value": "6½\"",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "interior beams",
      "value": "8¾\"",
      "unit": "",
      "appliesTo": "\"D\""
    },
    {
      "label": "exterior beams",
      "value": "9⅝\"",
      "unit": "",
      "appliesTo": "\"D\""
    }
  ],
  "notes": [
    "FLECTION, AND VERTICAL CURVE.",
    "INTAIN A CONSTANT SLAB THICKNESS OF 7¾\"",
    "TWEEN BEAMS AND 8\" IN OVERHANGS.",
    "\"D\" = 8¾\" INTERIOR BEAMS",
    "\"D\" = 9⅝\" EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "30-400A SPACED AS SHOWN",
    "502 AT EVERY 500A, TYP.",
    "500A AT 6½\"",
    "501 UNDER EVERY 500A",
    "6-400A AT EQ. SPS.",
    "14-400A AT EQUAL SPACES, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "¾\" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU SLAB"
  ],
  "description": "This crop is a transverse section through the bridge deck slab, showing the slab over six I-shaped beams and the exterior edge barriers. It documents deck width, beam spacing, slab reinforcement callouts, slab slope and thickness, construction-joint requirement, and a typical drip bead."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two endwall callouts are shown: 3'-0\" ENDWALL and 1'-6\" ENDWALL."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Deck is shown with a 2% slope."
    },
    {
      "name": "girder",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": null,
      "note": "Multiple longitudinal I-girder profiles are shown; the drawing note states certain bar series are not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": null,
      "note": "Shown at the endwall and noted as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "rectangular pad",
      "material": "",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "Required parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop shows a longitudinal section titled SECTION THRU ENDWALL, including the sloped deck, longitudinal I-girder profiles, endwalls, and jointing at the deck end. It documents endwall dimensions, deck slope, reinforcement callouts, and required construction and filler-joint provisions."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Two endwall dimensions are called out: 3'-0\" and 1'-6\"."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab",
      "material": "",
      "count": 1,
      "note": "Shown with 2% slope."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bar callout shown within section."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-900B",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Bar callout shown at both ends of the section."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": null,
      "note": "Called out as typical."
    },
    {
      "name": "preformed foam joint filler",
      "tag": "",
      "shape": "pad",
      "material": "foam",
      "count": null,
      "note": "Around pad, typical."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, typical."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "gap, minimum",
      "value": "1\"",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "endwall dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "preformed foam joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed foam joint filler"
    }
  ],
  "notes": [
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "1\" GAP, MIN.",
    "1/2\" PREFORMED JOINT FILLER",
    "1/2\" PREFORMED JOINT FILLER, TYP.",
    "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP.",
    "NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN"
  ],
  "labels": [
    "SR 21 WB = PGL",
    "SECTION THRU ENDWALL (partial)"
  ],
  "description": "This crop shows a section through an endwall, including a sloped deck slab, endwall profiles, joint filler, and reinforcing-bar callouts. The section is referenced to SR 21 WB = PGL and includes construction-joint and foam-filler requirements."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh panels",
      "material": "zinc coated",
      "count": 2,
      "note": "Two fence fabric spans are visible; the right-hand span is cropped."
    },
    {
      "name": "pull/end post",
      "tag": "",
      "shape": "circular pipe",
      "material": "",
      "count": 1,
      "note": "Called out as 2 7/8\" PULL POST and END POST."
    },
    {
      "name": "vertical fence post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Central post visible between fence spans."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat vertical bar",
      "material": "zinc coated",
      "count": 1,
      "note": "Located at the pull/end post."
    },
    {
      "name": "tension bands",
      "tag": "",
      "shape": "bands around post",
      "material": "",
      "count": 5,
      "note": "Visible on the pull/end post."
    },
    {
      "name": "fence rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 3,
      "note": "Top, intermediate, and bottom horizontal rails are visible."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal circular pipe",
      "material": "",
      "count": 1,
      "note": "Diagonal brace from the pull/end post to the intermediate rail at the vertical post."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "rectangular in elevation; partial formed profile at right",
      "material": "",
      "count": null,
      "note": "Fence posts are mounted at the barrier; a partial adjacent barrier detail is shown at right."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the barrier."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint line",
      "material": "",
      "count": 1,
      "note": "Located at the end-post barrier location."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular pipe sleeve",
      "material": "standard weight pipe",
      "count": 1,
      "note": "Shown in the partial fence/barrier detail at right."
    }
  ],
  "measurements": [
    {
      "label": "TENSION BAR BANDS AT",
      "value": "12\"",
      "unit": "",
      "appliesTo": "tension bands"
    },
    {
      "label": "O.C. MAX.",
      "value": "",
      "unit": "",
      "appliesTo": "tension bands"
    },
    {
      "label": "DIA.",
      "value": "1 5/8\"",
      "unit": "",
      "appliesTo": "fence rail"
    },
    {
      "label": "DIA. PIPE, TYP.",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "vertical fence post"
    },
    {
      "label": "PULL POST",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "pull/end post"
    },
    {
      "label": "",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "end-post offset from construction joint"
    },
    {
      "label": "OFFSET",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "bottom fence rail"
    },
    {
      "label": "",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "vertical fence post embedment/sleeve depth"
    },
    {
      "label": "",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "DIA. STD. WT. PIPE SLEEVE",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "",
      "value": "45°",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "",
      "value": "7'-0",
      "unit": "",
      "appliesTo": "partial fence/barrier detail at right"
    },
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FENCE ELEVATION"
    }
  ],
  "notes": [
    "ZINC COATED FENCE",
    "TENSION BAR BANDS AT 12\" O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "1 5/8\" DIA. PIPE ZINC COATED",
    "2 7/8\" DIA. PIPE, TYP.",
    "POST VERT. ZINC COATED",
    "TRUSS BRACING AT END OR PULL",
    "1/2\" OFFSET",
    "4\" DIA. STD. WT. PIPE SLEEVE",
    "* NON-SHRINK,",
    "IN ACCORDAN",
    "POSITIVE DR"
  ],
  "labels": [
    "FENCE ELEVATION",
    "SCALE: 3/4\" = 1'-0\"",
    "FENCE"
  ],
  "description": "The crop principally shows a fence elevation of zinc-coated chain-link fence mounted on a barrier over a slab. It includes a pull/end post, a vertical post, horizontal rails, tension-bar components, and diagonal truss bracing; a partial adjacent fence/barrier detail is visible at the right edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "stepped rectangular section",
      "material": "",
      "count": 1,
      "note": "Shown in SECTION THRU EDGE BEAM."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular vertical diaphragm",
      "material": "concrete",
      "count": 1,
      "note": "Shown in SECTION THRU DIAPHRAGM, SPAN 2."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "horizontal rectangular section",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is shown at the edge beam and in Detail “A”."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "vertical strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1” preformed joint filler."
    },
    {
      "name": "silicone sealant joint sealer",
      "tag": "",
      "shape": "recessed joint seal",
      "material": "silicone sealant",
      "count": 1,
      "note": "Shown in Detail “A”."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Spaced at 18”."
    },
    {
      "name": "reinforcement bar",
      "tag": "800",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Two bars called out in the edge-beam section."
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "801",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "802",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "402B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Called out as 4-402B."
    },
    {
      "name": "reinforcement bar",
      "tag": "507B",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Two 507B bars are called out at the upper location and two at the lower location."
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 1,
      "note": "Called out as 1” DIA. PLAIN BAR."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0 1/2”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "4”",
      "unit": "",
      "appliesTo": "800 reinforcement bar"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "edge beam"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "edge beam reinforcement"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0”",
      "unit": "",
      "appliesTo": "edge beam construction joint"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10”",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0”",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "diaphragm reinforcement"
    },
    {
      "label": "plain bar diameter",
      "value": "1”",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint-sealer detail dimension",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "silicone sealant joint sealer"
    },
    {
      "label": "joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "radius",
      "value": "1/4” R",
      "unit": "",
      "appliesTo": "Detail “A”"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "3/4” = 1'-0”",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SEE DETAIL “A”",
    "REQ'D. CONST. JOINT",
    "* 1” PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "TOP OF BEAM",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4” R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "SR 21/MILLEN BYPASS",
    "CONSTRUCTION",
    "SYMMETRY",
    "SECTION THRU EDGE BEAM",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL “A”",
    "NO SCALE"
  ],
  "description": "This crop shows a section through an edge beam for Bent 2, with Bent 3 noted similar, and a separate section through a 10-inch concrete diaphragm in Span 2. It also includes Detail “A” for the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab with overhangs",
      "material": "",
      "count": 1,
      "note": "Slab is shown spanning six beams."
    },
    {
      "name": "beam",
      "tag": "CL BEAM 1 through CL BEAM 6",
      "shape": "I-girder",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are individually identified as BEAM 1 through BEAM 6."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; noted as typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at every 500A, typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown in slab reinforcement callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "400B AND C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces and as spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Visible only in the partial detail at the right edge of the crop."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint parallel with deck, typical."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 1,
      "note": "Called out full length of bridge, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” at interior beams",
      "value": "8¾”",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” at exterior beams",
      "value": "9¼”",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Slab thickness between beams",
      "value": "7¾”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab overhangs"
    },
    {
      "label": "Out to out",
      "value": "43’-7”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Gutter to gutter",
      "value": "40’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left edge offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Left offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right offset",
      "value": "1’-8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right edge offset",
      "value": "1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension to SR 21 WB = PGL",
      "value": "34’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension from SR 21 WB = PGL",
      "value": "6’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Dimension to centerline",
      "value": "22’-0”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Slab slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Clear cover",
      "value": "2¼”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Clear cover",
      "value": "1”",
      "unit": "",
      "appliesTo": "deck slab reinforcement"
    },
    {
      "label": "Minimum dimension, typical",
      "value": "3’-0” MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Typical slab edge dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Construction joint offset",
      "value": "3”",
      "unit": "",
      "appliesTo": "construction joint"
    },
    {
      "label": "Triangular drip bead",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "500A spacing",
      "value": "6¾”",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "End reinforcement spacing",
      "value": "4⅜”",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "Typical reinforcement spacing",
      "value": "3”",
      "unit": "",
      "appliesTo": "400B AND C"
    },
    {
      "label": "Outside beam centerline to edge",
      "value": "3’-0½”",
      "unit": "",
      "appliesTo": "CL BEAM 1 and CL BEAM 6"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7’-6”",
      "unit": "",
      "appliesTo": "CL BEAM 1 through CL BEAM 6"
    },
    {
      "label": "Partial right-side detail horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Partial right-side detail vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE. MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "FENCE NOT SHOWN, TYP.",
    "REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.",
    "3/4” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP."
  ],
  "labels": [
    "SECTION THRU SLAB",
    "SR 21 WB = PGL",
    "OUT TO OUT",
    "GUTTER TO GUTTER",
    "SEE DETAIL “A”",
    "I-801",
    "I-802"
  ],
  "description": "This crop shows a transverse section through a bridge deck slab supported by six I-girders, identified from CL BEAM 1 through CL BEAM 6. It documents slab thickness and slope, beam spacing, slab reinforcement callouts, edge construction-joint and drip-bead details; a separate detail is only partially visible at the right edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "edge beam",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in section at left."
    },
    {
      "name": "deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Slab reinforcement is noted as not shown."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "Shown in section at right."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "vertical joint",
      "material": "",
      "count": 2,
      "note": "Required construction joint is indicated in the edge-beam section and Detail \"A\"."
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" preformed joint filler."
    },
    {
      "name": "silicone sealant / type joint sealer",
      "tag": "",
      "shape": "joint sealant bead",
      "material": "silicone",
      "count": 1,
      "note": "Shown in Detail \"A\"; type B, C or D."
    },
    {
      "name": "bearing pads",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Called out at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-800",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "508",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "509",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-801",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I-802",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "404",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-507B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": "Two groups are called out in the diaphragm section."
    },
    {
      "name": "reinforcement bar",
      "tag": "403B",
      "shape": "bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-402B",
      "shape": "bar group",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "plain bar",
      "tag": "",
      "shape": "straight bar",
      "material": "",
      "count": 1,
      "note": "Called out as 1\" diameter plain bar."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edge beam section"
    },
    {
      "label": "preformed joint filler thickness",
      "value": "1\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "vertical dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "clear cover, typical",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "diaphragm section"
    },
    {
      "label": "plain bar diameter",
      "value": "1\"",
      "unit": "",
      "appliesTo": "plain bar"
    },
    {
      "label": "sealant/joint dimension",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "sealant/joint dimension",
      "value": "½\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "joint dimension",
      "value": "¾\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "radius",
      "value": "¼\"",
      "unit": "",
      "appliesTo": "Detail \"A\""
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU EDGE BEAM"
    },
    {
      "label": "scale",
      "value": "¾\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION THRU DIAPHRAGM"
    }
  ],
  "notes": [
    "SLAB REINFORCEMENT NOT SHOWN",
    "* 1\" PREFORMED JOINT FILLER",
    "BEARING PADS NOT SHOWN",
    "BENT 2 SHOWN",
    "BENT 3 SIMILAR",
    "SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)",
    "ROUND TO 1/4\" R",
    "REQUIRED CONST. JOINT., TYP."
  ],
  "labels": [
    "℄ SR 21/MILLEN BYPASS",
    "= ℄ CONSTRUCTION",
    "= ℄ SYMMETRY",
    "℄ REQ'D. CONST. JOINT",
    "SEE DETAIL \"A\"",
    "TOP OF BEAM",
    "SECTION THRU EDGE BEAM",
    "SECTION THRU DIAPHRAGM",
    "SPAN 2",
    "DETAIL \"A\"",
    "NO SCALE"
  ],
  "description": "This crop contains a section through an edge beam for Bent 2, with Bent 3 noted similar, and a section through a concrete diaphragm at Span 2. It also includes Detail \"A\" showing the required construction-joint sealant and joint-filler arrangement, together with reinforcement callouts for the edge beam and diaphragm."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "℄ BENT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan above the elevation."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Bearing center symbols are shown at six beam lines, two per beam line."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "not shown; centerlines only",
      "material": "",
      "count": 6,
      "note": "Beam centerlines are shown in plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Callout specifies 1 1/2 in. diameter smooth dowel bars in formed holes."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1 and ℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Column 1 is detailed; Column 2 is shown schematically in the elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular, 13'-0\" square typical",
      "material": "",
      "count": 2,
      "note": "One footing is detailed below Column 1 and a typical footing is shown below Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile projections are visible below each footing representation."
    },
    {
      "name": "reinforcement bar",
      "tag": "44-431",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "At equal spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "8-1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-531",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at 7 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "14-532 DBL",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Double bars; shown at 5 in. spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "12-1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "14-630",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "Shown at 6 in. maximum spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-630",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "9-631",
      "shape": "",
      "material": "",
      "count": 9,
      "note": "Shown at 12 in. maximum and 6 in. maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "18-930",
      "shape": "",
      "material": "",
      "count": 18,
      "note": "At equal spacings."
    },
    {
      "name": "construction joint",
      "tag": "* CONST. JT.",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Typical construction joint is shown at the footing/column interface."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Typical at Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Offset from SR 21 WB = PGL",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Station",
      "value": "STA. 18+63.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan overall width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Bent plan width segment",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "End offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "End offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam-line end segment",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Bent plan overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dimension at bearing/dowel location",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "℄ BEARING"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Top elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bottom elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Bent cap minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Column/footing vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column width",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "℄ COLUMN 1"
    },
    {
      "label": "Column spacing dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Cover",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing bottom elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing width",
      "value": "13'-0\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "Column width, typical",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Column spacing, typical",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "columns"
    },
    {
      "label": "Pile projection/embedding dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "Mechanical coupler dimensions",
      "value": "1'-0\" / 2'-0\" / 1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "14-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "12\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6\" MAX.",
      "unit": "",
      "appliesTo": "9-631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "12-531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "14-532 DBL"
    },
    {
      "label": "Angle",
      "value": "15°",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "PLAN",
    "(BENT 3 LEFT)",
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "NOTES"
  ],
  "description": "This crop contains a plan of Bent 3 Left and an elevation looking ahead. It documents the bent-cap layout at six beam centerlines, bearing locations and dowel-bar provisions, together with two columns, typical footings/pile projections, elevations, reinforcement callouts, and a construction-joint note."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top",
      "material": "",
      "count": 1,
      "note": "Top transverse member shown across two columns."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Left column shown with reinforcing and mechanical coupler callout."
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Right column shown schematically."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Left footing is detailed; right footing is shown typical."
    },
    {
      "name": "Reinforcement bar",
      "tag": "431",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callout: 44-431 AT EQ. SPS."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callouts include 12-531 and 25-531 AT EQ. SPS."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Callout: 14-532 DBL."
    },
    {
      "name": "Reinforcement bar",
      "tag": "630",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Column reinforcement callouts at 6 inch and 12 inch maximum spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "631",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Column reinforcement callouts at 6 inch and 12 inch maximum spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131",
      "shape": "bar",
      "material": "",
      "count": 12,
      "note": "Column 1 reinforcement series."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130",
      "shape": "bar",
      "material": "",
      "count": 12,
      "note": "Column 1 reinforcement series."
    },
    {
      "name": "Reinforcement bar",
      "tag": "430",
      "shape": "bar",
      "material": "",
      "count": 14,
      "note": "Footing reinforcement callout at equal spacing."
    },
    {
      "name": "Reinforcement bar",
      "tag": "930",
      "shape": "bar",
      "material": "",
      "count": 18,
      "note": "Footing reinforcement callout at equal spacing."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint shown at top of footing."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Typical mechanical coupler indicated in Column 1."
    }
  ],
  "measurements": [
    {
      "label": "Reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "431"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.44 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "1132"
    },
    {
      "label": "Reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "530"
    },
    {
      "label": "Reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "1133"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Spacing",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Spacing",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "Horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "9-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "630"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "631"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "1131"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "Reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "1130"
    },
    {
      "label": "Reinforcement spacing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "430"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Cover dimension",
      "value": "4\", TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Cover dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Reinforcement spacing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "930"
    },
    {
      "label": "Horizontal dimension",
      "value": "4'-9\" TYP.",
      "unit": "",
      "appliesTo": "Column 2 footing"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "Column 2 footing"
    },
    {
      "label": "Vertical dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Horizontal dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    }
  ],
  "notes": [
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop is an elevation of Bent 3, left looking ahead. It shows a stepped/sloping bent cap supported by Column 1 and Column 2, with reinforced concrete footings below; the left column and footing are reinforced in detail while the right footing is shown typical. Reinforcing-bar marks, elevation callouts, dimensions, construction-joint information, and a mechanical-coupler note are included."
}