GDOT20

{
  "view": "Detail",
  "objects": [
    {
      "name": "cap",
      "tag": "CAP",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "vertical support members",
      "tag": "",
      "shape": "paired parallel-line vertical members",
      "material": "",
      "count": 2,
      "note": "Extend below crop with break symbols."
    },
    {
      "name": "connecting element",
      "tag": "",
      "shape": "tapered and offset parallel-line profile",
      "material": "",
      "count": 1,
      "note": "Connects the cap area to the wall area; identity is not labeled in the visible crop."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall/profile",
      "material": "",
      "count": 1,
      "note": "Callout identifies the visible face as partial text: \"FRONT OF WA\"."
    },
    {
      "name": "rectangular block at wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Adjacent to the wall; callout text at right is cropped and reads only \"C\"."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal distance from B.F.P.R. reference to wall reference",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal cap dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    },
    {
      "label": "minimum vertical cap dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "CAP"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "C",
    "FRONT OF WA"
  ],
  "description": "This crop shows a detail of a labeled CAP supported by two vertical members, with a profiled connecting element leading toward a wall. The right-side wall callouts are cropped, and only partial text is visible."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown 3'-0\" wide by 2'-0\" minimum deep, with a central rectangular member continuing below the section."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "2-#12",
      "shape": "circular in section",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Two bars shown near the top face."
    },
    {
      "name": "longitudinal reinforcement bar",
      "tag": "4-#10",
      "shape": "circular in section",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Four bars shown at the section corners."
    },
    {
      "name": "central supporting member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Outlined rectangular member extends below the main rectangular concrete section; its lower extent is cut off by the crop."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central supporting member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "central supporting member"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "1'-0\" TYP.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing bars shown in section. A central rectangular supporting member continues below the main section but is only partially visible in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "concrete member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in Section B-B with a rectangular closed reinforcement outline."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-#12",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Two bars shown near the top of the section."
    },
    {
      "name": "reinforcing bars",
      "tag": "4-#10",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Four bars shown at the section corners."
    },
    {
      "name": "reinforcing bar",
      "tag": "#11",
      "shape": "rectangular closed tie",
      "material": "",
      "count": 1,
      "note": "Callout points to the closed rectangular reinforcement."
    },
    {
      "name": "reinforcing bars",
      "tag": "2-#5 SERIES",
      "shape": "vertical",
      "material": "",
      "count": 2,
      "note": "Two vertical bars extend below the member; continuation/break is shown."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "minimum overall depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "half-width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [
    "2\" MIN. CL.",
    "2\" CL. 3 SIDES"
  ],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows Section B-B through a rectangular reinforced concrete member, 3'-0\" wide and at least 2'-0\" deep. It documents reinforcing-bar arrangements, a closed tie, clear-cover requirements, and two vertical #5-series bars continuing below the section."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet",
      "value": "13 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "END BENT 1",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0013",
    "BRIDGE SHEET 13 OF 21",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0013.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "NO.19371",
    "ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop shows the project title block for the Georgia Department of Transportation bridge sheet. The sheet is titled END BENT 1 for SR 21 @ NS #620272Y in Jenkins County, identified as drawing 35-0013 and bridge sheet 13 of 21."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles shall be steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R piles"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving criteria note block. It specifies steel H-pile section HP 12 X 53, maximum factored axial load, required driving resistance, and minimum tip elevations at Bent 1L and Bent 1R."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "wall",
      "tag": "",
      "shape": "partial rectangular",
      "material": "",
      "count": null,
      "note": "Only a partial edge/profile of the wall is visible in this crop."
    }
  ],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT END BENT AND WALL"
    }
  ],
  "notes": [
    "FRONT OF WALL"
  ],
  "labels": [
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows the title and scale for a section at an end bent and wall. A partial wall profile is visible at the upper right, with a callout identifying the front of wall."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column only."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column only."
    }
  ],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM"
  ],
  "description": "This crop is a substructure quantities table for BENT 1 LT. and BENT 1 RT. It lists Class AA concrete and reinforcing steel quantities for each bent."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT I RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Plan view identified as right."
    },
    {
      "name": "Bent",
      "tag": "BENT I LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Plan view identified as left."
    },
    {
      "name": "Beams",
      "tag": "C BEAM 1 through C BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "C BEAM 7 through C BEAM 12 are shown in the BENT I RIGHT plan; C BEAM 1 through C BEAM 6 are shown in the BENT I LEFT plan."
    },
    {
      "name": "Dowel holes",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical formed holes for smooth dowels."
    },
    {
      "name": "Smooth dowels",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Called out as typical."
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Plan dimension",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Dimension at C BRG.",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Dimension at C BRG.",
      "value": "2'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End dimension",
      "value": "5'-4 3/4\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End dimension",
      "value": "1'-0 1/8\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End beam spacing",
      "value": "3'-0 7/8\"",
      "unit": "",
      "appliesTo": "C BEAM 1 and C BEAM 12 ends"
    },
    {
      "label": "Beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 12"
    },
    {
      "label": "Typical dimension",
      "value": "2'-3/4\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "End-to-beam dimension",
      "value": "6'-10 1/2\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Beam spacing",
      "value": "7'-7\"",
      "unit": "",
      "appliesTo": "C BEAM 1 through C BEAM 12"
    },
    {
      "label": "Overall dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "BENT I RIGHT and BENT I LEFT plans"
    },
    {
      "label": "Dowel hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Dowel holes"
    },
    {
      "label": "Dowel hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Dowel holes"
    },
    {
      "label": "Smooth dowel diameter",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "Smooth dowels"
    },
    {
      "label": "Station",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PCL"
    },
    {
      "label": "Bent station",
      "value": "17+23.00",
      "unit": "",
      "appliesTo": "BEGIN BRIDGE B.F.P.R. BENT"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1½\" DIA. SMOOTH DOWEL, TYP.",
    "SEE DETAIL 1 BRIDGE SHEET 16",
    "SEE DETAIL 2 BRIDGE SHEET 16"
  ],
  "labels": [
    "PLAN",
    "(BENT I RIGHT)",
    "PLAN",
    "(BENT I LEFT)",
    "B.F.P.R.",
    "C BRG.",
    "SR 21 EB = PCL",
    "STA. 17+19.65",
    "SR 21 WB = PGL",
    "BEGIN BRIDGE B.F.P.R. BENT",
    "STA.17+23.00"
  ],
  "description": "This crop shows paired plan views for BENT I RIGHT and BENT I LEFT. The views show the beam centerlines and dimensional/skew layout for C BEAM 1 through C BEAM 12, together with typical smooth-dowel hole callouts and references to bridge-sheet details."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap / continuous cap beam",
      "tag": "",
      "shape": "long continuous member with sloping top and bottom faces",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Supported on visible piles; reinforcing-bar callouts are shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Vertical piles are visible below the cap beam."
    },
    {
      "name": "end upstand",
      "tag": "",
      "shape": "rectangular vertical upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap beam."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15B",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "#11",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#10",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#12",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#11",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15C",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left end of cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right end of cap beam"
    },
    {
      "label": "Pile-to-face offset",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Typical pile-to-face offset",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Left end bay length",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Typical bay length",
      "value": "7′-7¹⁄₁₆″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Right end bay length",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Overall length",
      "value": "44′-1¹⁄₁₆″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "each typical bay"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of cap beam"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "4-#11 AT EQ. SPACES",
    "2-#15A, TYP.",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of a continuous reinforced-concrete cap beam supported by six visible rectangular piles. It shows the sloping cap profile, raised end upstands, reinforcing-bar callouts, pile/bay spacing, overall length, and elevations along the member."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "continuous stepped wall/beam",
      "tag": "",
      "shape": "long continuous member with stepped top edge",
      "material": "",
      "count": 1,
      "note": "Supported at visible pile locations; full section and designation are not shown in this crop."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Visible pile/support locations beneath the continuous member; lower extents are not shown."
    },
    {
      "name": "end upright wall/post",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One tall upright element is visible at each end of the elevation."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callouts specify 7-#11 at equal spaces in each bay and 4-#11 at equal spaces at both ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": "right end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of continuous stepped wall/beam"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "#10 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "#12 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "#15A reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "#11 reinforcement bar"
    },
    {
      "label": "Spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile/support locations"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "#11 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "#15B reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "#15C reinforcement bar"
    },
    {
      "label": "Horizontal dimension",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "Horizontal bay dimension",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "interior bays"
    },
    {
      "label": "Horizontal dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "Overall horizontal dimension",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "10″, TYP.",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long, stepped-top continuous member supported on six visible rectangular pile/support locations. Tall rectangular upright elements occur at both ends, and the elevation includes reinforcement callouts, pile spacing information, elevations, and an overall horizontal dimension."
}

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

{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled \"CAP\"."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "parallel-line vertical members",
      "material": "",
      "count": 2,
      "note": "Extend below cap; lower portions are cut off by the crop."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Shown at right; lower portion is cut off by the crop."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "CAP",
    "CON... (partial)",
    "FRONT OF WAL... (partial)",
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows a section at an end bent and wall. A capped pair of vertical pile members is shown at left, with a connecting profile extending toward a vertical wall at right; portions of the wall and pile lengths are outside the crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete member",
      "tag": "",
      "shape": "rectangular with chamfered lower corners",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Sectioned member is 3'-0\" wide and 2'-0\" minimum deep as shown."
    },
    {
      "name": "vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Continues below the section; lower extent is outside the crop."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": 2,
      "note": "Callout points to the upper reinforcement."
    },
    {
      "name": "reinforcement bars",
      "tag": "#10",
      "shape": "bent",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout points to bent reinforcement at the left side."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "bent rectangular tie",
      "material": "reinforcing steel",
      "count": 4,
      "note": "Callout points to the reinforcing tie/bar arrangement."
    }
  ],
  "measurements": [
    {
      "label": "overall width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "typical vertical spacing",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "4-#10 reinforcement bars"
    },
    {
      "label": "minimum depth",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "clear cover, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "vertical member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "half width",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete member"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION A-A",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows SECTION A-A through a rectangular reinforced-concrete member with reinforcing steel and a centered vertical rectangular member extending below it. The section documents reinforcement callouts, concrete cover, member width, and minimum depth for this portion only."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "reinforced concrete section",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Member type is not identified in this crop."
    },
    {
      "name": "reinforcing bar",
      "tag": "2-#12",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two bars shown at the top of section."
    },
    {
      "name": "reinforcing bar",
      "tag": "4-#10",
      "shape": "circular",
      "material": "steel",
      "count": 4,
      "note": "Four corner bars shown."
    },
    {
      "name": "reinforcing bar",
      "tag": "#11",
      "shape": "rectangular closed tie",
      "material": "steel",
      "count": null,
      "note": "Callout reads \"4#11\"; tie quantity/configuration is not fully clear."
    },
    {
      "name": "reinforcing bar",
      "tag": "2-#15 SERIES",
      "shape": "circular",
      "material": "steel",
      "count": 2,
      "note": "Two lower bars are shown continuing below the break line."
    }
  ],
  "measurements": [
    {
      "label": "section width",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "minimum clear distance",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "typical vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "minimum overall height",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "clear distance, 3 sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "half-width dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "half-width dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "reinforced concrete section"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "2-#12"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "4-#10"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "4#11",
      "unit": "",
      "appliesTo": "#11"
    },
    {
      "label": "reinforcement quantity and size",
      "value": "2-#15",
      "unit": "",
      "appliesTo": "2-#15 SERIES"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION B-B"
    }
  ],
  "notes": [],
  "labels": [
    "SECTION B-B",
    "SCALE: 3/4\" = 1'-0\"",
    "B.F"
  ],
  "description": "This crop shows SECTION B-B, a rectangular reinforced-concrete member cross section with a centered vertical centerline. The section depicts longitudinal reinforcement at the top, corners, and lower portion, together with a closed rectangular #11 reinforcement callout and clear-cover dimensions."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop contains pile design and pile driving objective notes. It specifies the pile section, maximum factored axial load, required driving resistance, and minimum tip elevations for BENT 1L and BENT 1R."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Only a partial wall outline is visible; callout text is cut off."
    }
  ],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Section at End Bent and Wall"
    }
  ],
  "notes": [
    "FRONT FA... OF WALL (partial)"
  ],
  "labels": [
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows the title and scale for a section view at an end bent and wall. A small partial wall section is visible at the upper right with a partially cropped front-face callout."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "CY CLASS AA CONCRETE",
      "value": "12.0",
      "unit": "CY",
      "appliesTo": "BENT 1 RT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 LT."
    },
    {
      "label": "LB BAR REINF STEEL",
      "value": "1434",
      "unit": "LB",
      "appliesTo": "BENT 1 RT."
    }
  ],
  "notes": [],
  "labels": [
    "SUBSTRUCTURE QUANTITIES",
    "ITEM",
    "BENT 1 LT.",
    "BENT 1 RT.",
    "CY CLASS AA CONCRETE",
    "LB BAR REINF STEEL"
  ],
  "description": "This crop is a substructure quantities table. It lists Class AA concrete and reinforcing steel quantities for Bent 1 left and Bent 1 right."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "BENT 2 LEFT; BENT 2 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two separate plan views are shown, one for the left and one for the right."
    },
    {
      "name": "bearing",
      "tag": "℄ BEARING",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Bearing centerlines are indicated; six are visible in each bent plan."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–6",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines only in the BENT 2 LEFT plan."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 7–12",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Shown by beam centerlines only in the BENT 2 RIGHT plan."
    },
    {
      "name": "dowel-bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as formed holes for smooth dowel bars, typ.; one callout location is visible in each plan."
    },
    {
      "name": "smooth dowel bar",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Specified by the formed-hole callout; quantity is not stated."
    }
  ],
  "measurements": [
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "roadway/alignment angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dimension along SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "dimension along SR 21",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end offset",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam centerline spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end offset",
      "value": "2'-3 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "dimension at dowel-bar-hole callout",
      "value": "9-3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "dimension at dowel-bar-hole callout",
      "value": "9-3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "bent cap width",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end vertical dimension",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "formed hole diameter",
      "value": "3\"",
      "unit": "DIA.",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "formed hole depth",
      "value": "12\"",
      "unit": "DEEP",
      "appliesTo": "dowel-bar hole"
    },
    {
      "label": "smooth dowel bar diameter",
      "value": "1 1/2\"",
      "unit": "DIA.",
      "appliesTo": "smooth dowel bar"
    },
    {
      "label": "station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    }
  ],
  "notes": [
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3” DIA. X 12” DEEP HOLE FOR 1 1/2” DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "STA. 17+81.35",
    "SR 21 EB = PGL",
    "STA. 17+74.65",
    "PLAN"
  ],
  "description": "The crop contains two plan views of BENT 2, identified as BENT 2 LEFT and BENT 2 RIGHT. Each view shows a rectangular bent cap with six beam centerlines and bearing centerlines, skewed relative to the SR 21 PGL alignment. Formed holes for smooth dowel bars are called out at the bent-cap end locations."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long cap shown across Columns 1 and 2; end portions continue/crop at both sides."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown under each column; Column 2 footing is shown with 11'-6\" square typical dimension."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Piles are shown beneath the footings; pile connection detail identifies H-PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "44-421 AT EQ. SPS. in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "2-520 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1122 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1123 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 620 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 621 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-521 and 25-521 bar callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "",
      "material": "",
      "count": null,
      "note": "14-522 DBL callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1121 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1120",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1120 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "12-420 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "",
      "material": "",
      "count": 16,
      "note": "16-920 AT EQ. SPS. in footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Pile connection detail; #8 BAR, TYP."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Mechanical coupler, typical; see special provision 511."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Required construction joint at contractor's option."
    },
    {
      "name": "pile connection",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Detail shows reinforcing bars connected above an H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap reinforcement spacing",
      "value": "AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "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": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "bar quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "bar quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "bar size",
      "value": "#8",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar extension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "maximum factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "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.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "I2-I121 SERIES",
    "I2-I120 SERIES",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop shows an elevation of Bent 2, left looking ahead, with a long bent cap supported by Columns 1 and 2 and their footings/piles. It includes reinforcement callouts, cap and footing dimensions/elevations, a required construction-joint note, and a pile connection detail. Portions of the bent extend beyond the left and right crop boundaries."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "tapered rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap shown across Columns 3 and 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Four pile extensions are visible below the two footings; two at each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 44-#21 at equal spaces, 12-#21, and 25-#21 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 14-#22 DBL."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped with flared legs",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Separate partial bar-bend detail at lower left of crop."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing and quantity",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "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": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement quantity",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "#23 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap length between indicated points",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "\"I6 FOR CAP, SECTIONS.\" (partial text at left crop edge)",
    "\"-6” INTO CAP.\" (partial text at left crop edge)",
    "\", TYP.\" (partial text at lower-left crop edge)",
    "\"ER HOLES\" (partial text at lower-left crop edge)"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S & A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. It shows a reinforced-concrete bent cap supported by Columns 3 and 4, each on a rectangular footing with visible pile extensions, together with cap reinforcement callouts and elevations. A partial #8 reinforcing-bar bend detail is visible at the lower left."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "1/4” = 1’-0”",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. I 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",
    "DRAWING NO.",
    "35-0014",
    "BRIDGE SHEET",
    "14 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "MAY 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0014.dgn"
  ],
  "description": "This crop is primarily the sheet title block for an Intermediate Bent 2 drawing on SR 21 at NS #620272Y in Jenkins County. It identifies Georgia Department of Transportation, drawing number 35-0014, Bridge Sheet 14 of 21, and the stated drawing scale; a partial elevation title is visible above the title block."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "ALL PILES SHALL BE STEEL H, 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"
    }
  ],
  "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": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving note block. It specifies steel H-pile section HP 12 X 53, the maximum factored axial load, and driving criteria for piles at Bents 2L and 2R."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 2 LT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    },
    {
      "name": "Bent",
      "tag": "BENT 2 RT.",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Quantity column shown."
    }
  ],
  "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": "Plan",
  "objects": [
    {
      "name": "bent cap",
      "tag": "C BENT",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 2,
      "note": "Shown as BENT 2 LEFT and BENT 2 RIGHT."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 1–6",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Visible beneath BENT 2 LEFT."
    },
    {
      "name": "beam centerline",
      "tag": "C BEAM 7–12",
      "shape": "line",
      "material": "",
      "count": 6,
      "note": "Visible beneath BENT 2 RIGHT."
    },
    {
      "name": "bearing centerline",
      "tag": "C BEARING",
      "shape": "line",
      "material": "",
      "count": 2,
      "note": "One centerline shown through each bent cap."
    },
    {
      "name": "smooth dowel bar hole",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 2,
      "note": "Called out as formed for 1/2 in. diameter smooth dowel bar; one circular hole symbol is visible at each bent cap."
    }
  ],
  "measurements": [
    {
      "label": "roadway segment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 WB = PGL"
    },
    {
      "label": "roadway segment length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "SR 21 EB = PGL"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "SR 21"
    },
    {
      "label": "skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "station",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "station",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "overall bent cap length",
      "value": "42'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end dimension",
      "value": "2'-3⅜\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end dimension",
      "value": "2'-3 5/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "end segment length",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "end segment length",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "beam spacing",
      "value": "7'-7 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "1'-9 3/8\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "overall width dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 LEFT"
    },
    {
      "label": "offset dimension",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "offset dimension",
      "value": "2'-1 1/2\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "label": "overall width dimension",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 RIGHT"
    },
    {
      "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": "1/2\"",
      "unit": "",
      "appliesTo": "smooth dowel bar"
    }
  ],
  "notes": [
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP.",
    "FORM 3\" DIA. X 12\" DEEP HOLE FOR 1/2\" DIA. SMOOTH DOWEL BAR, TYP."
  ],
  "labels": [
    "SR 21 WB = PGL",
    "C SR 21",
    "SR 21 EB = PGL",
    "STA. 17+81.35",
    "STA. 17+74.65",
    "PLAN",
    "BENT 2 LEFT",
    "BENT 2 RIGHT"
  ],
  "description": "This crop contains two plan views of Bent 2, identified as BENT 2 LEFT and BENT 2 RIGHT, on skewed SR 21 alignments. Each view shows a rectangular bent cap, bearing centerline, beam centerlines and dimension chains for the six beams at that side of the bent."
}