GDOT21

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in plan at Bent 2 Left."
    },
    {
      "name": "bearing locations",
      "tag": "",
      "shape": "circular symbols",
      "material": "",
      "count": 12,
      "note": "Two rows of bearing-location symbols are shown."
    },
    {
      "name": "beam centerlines",
      "tag": "℄ BEAM 1 through ℄ BEAM 6",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Six beam centerlines are identified below the bent cap."
    },
    {
      "name": "bent centerline",
      "tag": "℄ BENT",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "bearing centerlines",
      "tag": "℄ BEARING",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "smooth dowel bar holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical holes for smooth dowel bars are called out."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle, typical",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Distance from SR 21 WB = PGL reference line",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "℄ BENT"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "smooth dowel bar holes"
    },
    {
      "label": "Left end offset",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7¹⁄₁₆\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Right end offset",
      "value": "2'-3⁵⁄₁₆\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "End dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7½\"",
      "unit": "",
      "appliesTo": "℄ BEAM 1 through ℄ BEAM 6"
    },
    {
      "label": "Overall length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "Local horizontal dimension",
      "value": "2'-9⅜\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "11½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Overall vertical dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1½” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "PLAN",
    "(BENT 2 LEFT)"
  ],
  "description": "This crop is a plan view for Bent 2 Left, showing a rectangular bent cap with six identified beam centerlines and two rows of bearing-location symbols. It documents the bent-cap layout, beam spacing, skew, station reference, bearing centerlines, and typical smooth-dowel-bar hole requirement."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan footprint shown with bearing locations."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 7 through C BEAM 12",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Centerlines only; the beams themselves are not drawn in this crop."
    },
    {
      "name": "bearing location",
      "tag": "C BEARING",
      "shape": "circular point symbol",
      "material": "",
      "count": 12,
      "note": "Two bearing locations are shown at each beam centerline."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Called out as formed holes, typical, at the bearing locations."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "C SR 21 and C BENT"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "C BENT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "offset dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "C BENT / bearing layout"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "bearing spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "bearing layout"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "beam spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "C BEAM 7 to C BEAM 8"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam centerlines"
    },
    {
      "label": "beam spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "C BEAM 11 to C BEAM 12"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "vertical dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "C SR 21",
    "SR 21 EB = PGL",
    "STA.17+74.65",
    "C BENT",
    "C BEARING",
    "PLAN",
    "(BENT 2 RIGHT)",
    "GDT",
    "P.I. NO.",
    "0019181"
  ],
  "description": "This crop is a plan view of Bent 2 Right, showing the rectangular bent-cap footprint and its relationship to the SR 21 eastbound profile grade line. It documents the centerlines for Beams 7 through 12, bearing locations, dowel-bar hole callout, skew, station, and bent-cap layout dimensions."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap shown spanning between Column 1 and Column 2."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column elevation includes reinforcement and mechanical-coupler callout."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown at right with typical footing detail."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One detailed beneath Column 1 and one typical beneath Column 2."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular schematic",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; portions are cut off by the crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "linear",
      "material": "",
      "count": 44,
      "note": "Bent-cap reinforcement, at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "linear",
      "material": "",
      "count": 8,
      "note": "Bent-cap reinforcement."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "linear",
      "material": "",
      "count": 49,
      "note": "Column reinforcement callouts include 12-521 each side and 25-521 at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "linear",
      "material": "",
      "count": 28,
      "note": "Callout is 14-522 DBL at two locations."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "linear",
      "material": "",
      "count": 67,
      "note": "Column transverse reinforcement shown in multiple zones."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "linear",
      "material": "",
      "count": 12,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "linear",
      "material": "",
      "count": 32,
      "note": "Footing reinforcement at equal spacing."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown on Column 1; note states typical."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement quantity and spacing",
      "value": "44-421 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "1122"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "520"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "1123"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "column"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-1121 SERIES",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "420"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "920"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "620"
    },
    {
      "label": "reinforcement quantity and spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "621"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\", TYP.",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "dimension",
      "value": "11'-6\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 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 2 LEFT LOOKING AHEAD)",
    "SUBSTRUCTURE QUA",
    "ITEM",
    "BENT"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead. It documents a reinforced-concrete bent cap supported by Columns 1 and 2, including column reinforcement, a detailed footing at Column 1, and a typical footing arrangement at Column 2. A partial substructure quantity table is visible at the lower-right edge."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped/sloping top profile",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Cap reinforcement callouts are shown."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column continues through a break symbol between cap and footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown from cap to footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "not stated",
      "material": "",
      "count": 4,
      "note": "Two pile locations are visible below each footing; piles extend below the crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "#21",
      "shape": "straight",
      "material": "steel",
      "count": 44,
      "note": "Cap longitudinal reinforcement, at equal spacing."
    },
    {
      "name": "reinforcing bar",
      "tag": "#22",
      "shape": "straight",
      "material": "steel",
      "count": 16,
      "note": "Eight #22 bars are called out at each indicated cap region."
    },
    {
      "name": "reinforcing bar",
      "tag": "#23",
      "shape": "straight",
      "material": "steel",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "reinforcing bar",
      "tag": "#20",
      "shape": "straight",
      "material": "steel",
      "count": 12,
      "note": "Column 3 reinforcement, series."
    },
    {
      "name": "reinforcing bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "steel",
      "count": null,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, BK",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, AH",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap / COLUMN 3 region"
    },
    {
      "label": "reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement series",
      "value": "12-#121 SERIES",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "clearance/dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement",
      "value": "4-#22 DBL",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation, typical",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "INTERMEDIATE BENT 2",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop shows the elevation of Intermediate Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. A reinforced-concrete bent cap is supported by Columns 3 and 4 on individual footings, with two visible pile locations beneath each footing. Cap elevations, reinforcing-bar callouts, footing elevation, and a partial #8 bar bend detail are included."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections and bar extension."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for sections."
    },
    {
      "name": "reinforcement bars",
      "tag": "422",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown."
    },
    {
      "name": "reinforcement bars",
      "tag": "1121A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Extend into cap."
    }
  ],
  "measurements": [
    {
      "label": "Bar extension into cap",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121A"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP."
  ],
  "labels": [
    "NOTES:",
    "BRIDGE SHEET NO.16"
  ],
  "description": "This crop is a notes block for bridge cap, column, and footing work. It refers to Bridge Sheet No.16 for sections, notes that bars 422 are not shown, and requires bars 1121A to extend 3'-6\" into the cap."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": 1,
      "note": "Shown with three holes through pile."
    },
    {
      "name": "holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Called out as 2\" DIAMETER HOLES."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "straight bars splayed 15° each side of vertical",
      "material": "",
      "count": 3,
      "note": "#8 BAR, TYP.; shown passing through pile holes."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar with 30° included angle",
      "material": "",
      "count": 1,
      "note": "Separate bar-bend illustration."
    }
  ],
  "measurements": [
    {
      "label": "bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum distance",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-pile / holes"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "bar included angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "#8 BAR, TYP.",
    "2\" DIAMETER HOLES",
    "Partial cropped note: \"CTION JOINT. OPTION, T MAY BE S OF FOOTING.\""
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a pile connection detail for reinforcing bars installed through holes in an H-pile. It includes a separate no-scale bend illustration for a #8 bar and only a partial adjacent note at the left crop edge."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "MAY 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "PRINTED FULL SIZE",
    "0019181_0014.dgn"
  ],
  "description": "This crop shows the sheet title block for Intermediate Bent 2 of Bridge No. 1 LT. and RT. on SR 21 @ NS #620272Y in Jenkins County. It identifies the Georgia Department of Transportation, Sastry & Associates, Inc., sheet scale, date, and design/review personnel; no construction detail is shown in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles are specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    },
    {
      "label": "scale",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "NECTION DETAIL",
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO. 35-0014",
    "BRIDGE SHEET 14 OF 21",
    "DEPARTMENT",
    "ENGINEERING DIVISION-OF",
    "INTERME",
    "SR 21 @",
    "JENKINS COUNTY",
    "SCALE: ¼\" = 1'-0\" (UNLES",
    "DESIGNED UP",
    "DRAWN EPR",
    "DATE",
    "REVISIONS",
    "BY",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows pile driving design notes and a partial title block for bridge sheet 14 of 21, Drawing No. 35-0014. The notes specify steel HP 12 x 53 piles, factored axial load, driving resistance, and minimum pile tip elevations at Bents 2L and 2R."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Substructure quantity column."
    },
    {
      "name": "Bent",
      "tag": "BENT 2 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Substructure quantity column."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table for Bent 2 left and Bent 2 right. It lists Class AA concrete quantities in cubic yards and reinforcing steel quantities in pounds for each bent."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Bar extension into cap",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "BARS 1121A"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP."
  ],
  "labels": [
    "NOTES:"
  ],
  "description": "This crop is a notes block for bridge work. It references bridge sheet no.16 for cap, column, and footing sections and gives reinforcement information, including bars not shown and required extension of bars 1121A into the cap."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Shown with three drilled holes through the pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "bent U-shaped / splayed legs",
      "material": "reinforcing steel",
      "count": 3,
      "note": "Typical bars shown passing through pile holes; separate bend detail shown."
    },
    {
      "name": "drilled holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Called out as 2-inch diameter holes in the H-pile."
    }
  ],
  "measurements": [
    {
      "label": "bar splay angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar splay angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum distance from top of H-pile to hole centerline",
      "value": "5\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "drilled holes"
    },
    {
      "label": "hole spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "drilled holes"
    },
    {
      "label": "hole spacing",
      "value": "4\"",
      "unit": "",
      "appliesTo": "drilled holes"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "JCTION JOINT. (partial)",
    ", OPTION, (partial)",
    "INT MAY BE (partial)",
    "OP OF FOOTING. (partial)"
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a pile connection detail for attaching #8 reinforcing bars through drilled holes in an H-pile. It includes a bar bend/detail sketch and dimensions for the hole layout, bar angles, and minimum bar length."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles specified as HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    },
    {
      "label": "Scale",
      "value": "1/4” = 1’-0”",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "INECTION DETAIL (partial)",
    "NO SCALE",
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO.",
    "35-0014",
    "BRIDGE SHEET",
    "14 OF 21",
    "DEPARTMENT O (partial)",
    "ENGINEERING DIVISION-OFFI (partial)",
    "INTERME (partial)",
    "SR 21 @ (partial)",
    "JENKINS COUNTY",
    "SCALE: 1/4” = 1’-0” (UNLESS (partial)",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "description": "This crop contains pile design and plan driving objective notes, together with part of the drawing title block. It specifies steel HP piles, their maximum factored axial load, required driving resistance, and minimum tip elevations at Bents 2L and 2R."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    ".ELEVATION (partial)",
    "GHT LOOKING AHEAD) (partial)",
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 2",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "MAY 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "DATE",
    "REVISIONS",
    "BY",
    "PRINTED FULL SIZE",
    "0019181_0014.dgn"
  ],
  "description": "This crop shows the sheet title block for Intermediate Bent 2 on SR 21 @ NS #620272Y in Jenkins County. It identifies the Georgia Department of Transportation, the design consultant, drawing scale, date, and design/check/review approvals; no construction elements are depicted within this crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column."
    },
    {
      "name": "Bent",
      "tag": "BENT 2 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "93.0",
      "unit": "CY",
      "appliesTo": "BENT 2 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15875",
      "unit": "LB",
      "appliesTo": "BENT 2 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "15848",
      "unit": "LB",
      "appliesTo": "BENT 2 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table for Bent 2 left and right. It lists Class AA concrete in cubic yards and reinforcing steel in pounds for each bent."
}

{
  "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": "long rectangular cap",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in both the Bent 3 Right plan and elevation."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "bearing locations shown as circular symbols on centerline",
      "material": "",
      "count": 6,
      "note": "Located at C BEAM 7 through C BEAM 12 in the plan."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 6,
      "note": "Callout specifies holes for 1 1/2 inch diameter smooth dowel bars."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Column is shown extending between cap and footing, with a break in its height."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Four pile ends are visibly shown below the two footings in the elevation; the pile connection detail is also shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "1132, 530, 1133, 531, 532, 1131, 1130",
      "shape": "bar reinforcement",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts are shown at the bent cap and Column 3."
    },
    {
      "name": "pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in the PILE CONNECTION DETAIL."
    }
  ],
  "measurements": [
    {
      "label": "skew/alignment angle",
      "value": "81°-20'-05.0”",
      "unit": "",
      "appliesTo": "C SR 21 / SR 21 EB = PGL"
    },
    {
      "label": "dimension",
      "value": "22'-0”",
      "unit": "",
      "appliesTo": "C SR 21 to SR 21 EB = PGL"
    },
    {
      "label": "station",
      "value": "STA. 18+56.65",
      "unit": "",
      "appliesTo": "Bent 3 Right"
    },
    {
      "label": "overall bent-cap plan length",
      "value": "42'-6”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "end spacing",
      "value": "2'-3 5/16”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "end spacing",
      "value": "6'-0”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2”",
      "unit": "",
      "appliesTo": "bent-cap plan; repeated between beam centerlines"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8”",
      "unit": "",
      "appliesTo": "bent-cap plan"
    },
    {
      "label": "cap plan width segment",
      "value": "1'-2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "11 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap plan width segment",
      "value": "2'-1 1/2”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "overall cap plan width",
      "value": "4'-3”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "smooth dowel bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2”",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "bearing/cap minimum depth",
      "value": "4'-0”",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.60",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.35",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.79",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.20",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 186.06",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.51",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.88",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "bearing elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "left end of bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "right end of bent cap"
    },
    {
      "label": "typical footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement callout",
      "value": "12-531",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1131 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement callout",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "Column 3"
    },
    {
      "label": "reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "spacing",
      "value": "11 SPS. AT 7”",
      "unit": "",
      "appliesTo": "end cap reinforcement"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": "bent-cap reinforcement"
    },
    {
      "label": "dimension",
      "value": "2”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "Column 3 reinforcement"
    },
    {
      "label": "column/cap dimension",
      "value": "8'-9”",
      "unit": "",
      "appliesTo": "each outer cap segment"
    },
    {
      "label": "column spacing",
      "value": "25'-0”",
      "unit": "",
      "appliesTo": "C COLUMN 3 to C COLUMN 4"
    },
    {
      "label": "pile connection angle",
      "value": "5°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "24”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "pile connection dimension",
      "value": "4”",
      "unit": "",
      "appliesTo": "PILE CONNECTION DETAIL"
    },
    {
      "label": "bar extension",
      "value": "3'-9”",
      "unit": "",
      "appliesTo": "BARS 1131A into cap"
    },
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "all piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "all piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "drawing scale",
      "value": "1/4” = 1'-0”",
      "unit": "",
      "appliesTo": "sheet"
    }
  ],
  "notes": [
    "…E BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS. [partial at left crop edge]",
    "…RS 432 NOT SHOWN. [partial at left crop edge]",
    "…TEND BARS 1131A 3'-9” INTO CAP. [partial at left crop edge]",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "C SR 21",
    "SR 21 EB = PGL",
    "C BENT",
    "C BEARING",
    "C BEAM 7",
    "C BEAM 8",
    "C BEAM 9",
    "C BEAM 10",
    "C BEAM 11",
    "C BEAM 12",
    "A",
    "B",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "PLAN DRIVING OBJECTIVE",
    "BRIDGE NO.1 LT. AND RT.",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "SCALE: 1/4” = 1'-0” (UNLESS OTHERWISE NOTED)",
    "MAY 2025"
  ],
  "description": "This crop documents Intermediate Bent 3 Right, with a plan of the bent cap and an elevation looking ahead. The elevation shows the cap supported by Columns 3 and 4 on separate footings with steel H-piles, and the crop also includes a pile connection detail and pile driving notes."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan identified as BENT 3 LEFT; centerline of bent is shown."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "circular symbol",
      "material": "",
      "count": 12,
      "note": "Bearing centerline callout shown; two bearing rows at six beam centerlines."
    },
    {
      "name": "beam",
      "tag": "BEAM 1 through BEAM 6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by skewed beam centerlines only."
    },
    {
      "name": "dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Typical formed hole called out for smooth dowel bar."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Specified in the typical formed-hole callout."
    }
  ],
  "measurements": [
    {
      "label": "roadway/profile alignment to bent reference",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "skew angle, typical",
      "value": "8°-20'-05.0\"",
      "unit": "",
      "appliesTo": "bearing/beam layout"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "top edge to upper bearing row",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "upper bearing row to bent centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "upper bearing row to lower bearing row",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bearings"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "lower bearing row to bent centerline",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "lower bearing row to bottom edge",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing/beam offset at left end",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6; 5 places shown"
    },
    {
      "label": "bearing/beam offset at right end",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "right end"
    },
    {
      "label": "end spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "bent cap; both ends shown"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BEAM 1 through BEAM 6; 4 places shown"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "local horizontal dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "near BEAM 5"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 18+63.35",
    "℄ BEARING",
    "℄ BENT",
    "℄ BEAM 1",
    "℄ BEAM 2",
    "℄ BEAM 3",
    "℄ BEAM 4",
    "℄ BEAM 5",
    "℄ BEAM 6",
    "PLAN",
    "(BENT 3 LEFT)"
  ],
  "description": "This crop is a plan view of the left bent at Bent 3. It shows a rectangular bent cap with two rows of bearing locations aligned to six skewed beam centerlines, together with cap dimensions, beam spacing, stationing, and a typical dowel-bar hole callout."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan view labeled ℄ BENT."
    },
    {
      "name": "beam",
      "tag": "BEAM 7–BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by six skewed beam centerlines."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "circular location",
      "material": "",
      "count": 12,
      "note": "Bearing centerline locations are shown in two rows."
    },
    {
      "name": "formed dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 12,
      "note": "Typical 3 in. diameter, 12 in. deep holes are indicated at bearing locations."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Called out as 1 1/2 in. diameter, typical."
    }
  ],
  "measurements": [
    {
      "label": "dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "distance between skewed reference lines"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21 / bent geometry"
    },
    {
      "label": "station",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "typical bent geometry"
    },
    {
      "label": "dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "formed dowel-bar hole"
    },
    {
      "label": "dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "formed dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "dimension",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "bent / bearing layout"
    },
    {
      "label": "spacing",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "left end of bent cap to beam layout"
    },
    {
      "label": "spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "right end of bent cap to beam layout"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "spacing",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "beam layout"
    },
    {
      "label": "overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "11 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "overall dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    },
    {
      "label": "dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "bent cap / bearing layout"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "℄ SR 21",
    "SR 21 EB = PGL",
    "STA. 18+56.65",
    "PLAN",
    "(BENT 3 RIGHT)",
    "A1",
    "B1",
    "44-431 AT EQ. SPS. (partial/unclear)"
  ],
  "description": "This crop is a plan view titled PLAN (BENT 3 RIGHT), showing a rectangular bent cap laid out skew to SR 21 EB = PGL at STA. 18+56.65. It documents the bent, bearing and beam centerline arrangement for BEAM 7 through BEAM 12, including typical formed holes for smooth dowel bars."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "",
      "shape": "rectangular, stepped/haunched underside",
      "material": "",
      "count": 1,
      "note": "Shown in elevation; plan of BENT 3 RIGHT is partially visible above."
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the left."
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the cap on the right."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing beneath each visible column."
    },
    {
      "name": "H-pile",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": 4,
      "note": "Two pile locations are visible beneath each footing; pile connection detail is partially visible at lower left."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1132",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "530",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1133",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout."
    },
    {
      "name": "Reinforcement bar",
      "tag": "531",
      "shape": "",
      "material": "",
      "count": 49,
      "note": "Callouts show 12-531 at each end and 25-531 at equal spaces in the center."
    },
    {
      "name": "Reinforcement bar",
      "tag": "532",
      "shape": "",
      "material": "",
      "count": 28,
      "note": "Two callouts of 14-532 DBL are shown."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1131 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "1130 SERIES",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Callout adjacent to COLUMN 3."
    },
    {
      "name": "Reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 1,
      "note": "Partial pile connection detail."
    },
    {
      "name": "Beam centerline",
      "tag": "BEAM 7 through BEAM 12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Centerline labels are visible in the partial plan at top of crop."
    }
  ],
  "measurements": [
    {
      "label": "Beam spacing/overall dimension",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BEAM 7 through BEAM 12"
    },
    {
      "label": "Cap reinforcement spacing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "Bent cap"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 3 region"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Reinforcement spacing",
      "value": "25-531 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "532"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 4 region"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Reinforcement spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "531"
    },
    {
      "label": "Clearance/spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Bent cap / column region"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Bent cap left end to COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 3 to COLUMN 4"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 4 to bent cap right end"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "Partial pile connection detail"
    },
    {
      "label": "Factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    },
    {
      "label": "Drawing scale",
      "value": "¼\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Sheet"
    }
  ],
  "notes": [
    "E SHEET NO. 16 FOR CAP, ND FOOTING SECTIONS. (partial)",
    "' NOT SHOWN. (partial)",
    "BARS 1131A 3'-9\" INTO CAP. (partial)",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED.",
    "NO SCALE",
    "SCALE: ¼\" = 1'-0\" (UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "PILE CONNECTION DETAIL (partial)",
    "PLAN DRIVING OBJECTIVE",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0015",
    "BRIDGE SHEET 15 OF 21",
    "MAY 2025",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop primarily shows the elevation for Intermediate Bent 3, identified as BENT 3 RIGHT LOOKING AHEAD, with a continuous cap supported by Columns 3 and 4 on individual footings and steel H-piles. A partial plan of the bent cap and beam centerlines is visible at the top, and a partial H-pile connection detail and title block are visible at the bottom."
}

{
  "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."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "partial elevation callout",
      "value": "186.58",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "partial elevation callout",
      "value": "186.03",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "minimum dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "182.03",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "partial dimension/callout",
      "value": "7\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "left partial detail"
    },
    {
      "label": "elevation",
      "value": "182.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "right partial detail"
    },
    {
      "label": "bar extension into cap",
      "value": "3'-9\"",
      "unit": "",
      "appliesTo": "bars 1131A"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 1131A 3'-9\" INTO CAP."
  ],
  "labels": [
    "NOTES:",
    "(AH)",
    "(BK)"
  ],
  "description": "This crop is primarily a notes block for bridge work. Partial structural detail linework is visible at both crop edges, with elevation and dimension callouts, but the complete elements are outside the crop and cannot be identified reliably."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "structural steel",
      "count": 1,
      "note": "Shown with three drilled holes at the pile top."
    },
    {
      "name": "reinforcing bar",
      "tag": "#8 BAR",
      "shape": "bent, splayed with U-shaped bend detail",
      "material": "steel",
      "count": 3,
      "note": "Callout states “#8 BAR, TYP.” A separate bar-bend shape is shown at right."
    },
    {
      "name": "holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 3,
      "note": "Located through the H-pile."
    }
  ],
  "measurements": [
    {
      "label": "bar inclination",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar inclination",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum vertical dimension",
      "value": "5” MIN.",
      "unit": "",
      "appliesTo": "H-pile"
    },
    {
      "label": "hole diameter",
      "value": "2”",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "hole spacing",
      "value": "4”",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "hole spacing",
      "value": "4”",
      "unit": "",
      "appliesTo": "holes"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar length",
      "value": "24” MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "CONSTRUCTION JOINT.",
    "RACTOR’S OPTION,",
    "CTION JOINT MAY BE",
    "D TO TOP OF FOOTING."
  ],
  "labels": [
    "PILE CONNECTION DETAIL",
    "NO SCALE"
  ],
  "description": "This crop shows a pile connection detail for #8 reinforcing bars installed through circular holes in the top of an H-pile. It also shows the #8 bar bend configuration and partial construction-joint note text; the note is cropped at the left edge."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "15 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0015.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop is the title block for Bridge Sheet 15 of 21, titled “INTERMEDIATE BENT 3” for SR 21 @ NS #620272Y in Jenkins County. It includes Georgia Department of Transportation and consultant identification, drawing number 35-0015, scale, date, and design review fields; no bent geometry or construction details are shown in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 3L",
      "value": "115",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation at Bent 3R",
      "value": "114",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "printed scale statement",
      "value": "1",
      "unit": "INCH",
      "appliesTo": ""
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE",
    "DRAWING NO.",
    "35-0015",
    "BRIDGE SHEET",
    "15 OF 21",
    "REVISIONS",
    "BY",
    "1 INCH WHEN PRINTED F..."
  ],
  "description": "This crop contains bridge pile design and driving-objective notes, together with a portion of the sheet title block. It specifies steel H-pile designation, design axial load, required driving resistance, and minimum pile tip elevations at Bents 3L and 3R."
}