GDOT21

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Deck Section - Spans 1 and 3"
    },
    {
      "label": "BRIDGE SHEET",
      "value": "7 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0007",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0007.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY"
  ],
  "description": "This crop is the drawing title block for Bridge Sheet 7 of 21. It identifies the sheet as “DECK SECTION - SPANS 1 AND 3” for SR 21 @ NS #620272Y in Jenkins County, Georgia, with drawing number 35-0007."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Deck Section - Spans 1 and 3"
    }
  ],
  "notes": [],
  "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",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "0019181_0007.dgn",
    "NTED FULL SIZE (partial)"
  ],
  "description": "This crop shows the sheet title block for a Georgia Department of Transportation bridge drawing. The sheet is titled \"DECK SECTION - SPANS 1 AND 3\" for SR 21 @ NS #620272Y in Jenkins County, with project number 0019181 and date April 2025."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Drawing scale reference",
      "value": "1",
      "unit": "INCH",
      "appliesTo": "printed scale bar"
    }
  ],
  "notes": [
    "1 INCH WHEN PRINTED FULL (partial)"
  ],
  "labels": [
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUN SASTRY",
    "DATE",
    "REVISIONS",
    "DRAWING NO.",
    "35-0007",
    "BRIDGE SHEET",
    "7 OF 21",
    "BY"
  ],
  "description": "This crop shows a portion of the bridge drawing title block and revision block. It includes the professional engineer registration seal, drawing number 35-0007, bridge sheet numbering, and a partial printed scale reference note."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "edge beam forms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in removal instruction; no form geometry is shown."
    },
    {
      "name": "deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in deck pour and concrete-strength instruction; no geometry is shown."
    },
    {
      "name": "left bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    },
    {
      "name": "right bridge",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Referenced by section-view orientation note."
    }
  ],
  "measurements": [
    {
      "label": "minimum time after deck pour before edge beam form removal",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "edge beam forms"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "deck"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.",
    "NOTE:",
    "SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK."
  ],
  "labels": [],
  "description": "This crop contains construction notes only. It gives the edge-beam-form removal condition following the deck pour and identifies the viewing direction for sections of the left and right bridges."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "time after deck pour",
      "value": "72",
      "unit": "HOURS",
      "appliesTo": "EDGE BEAM FORMS"
    },
    {
      "label": "concrete strength age",
      "value": "28",
      "unit": "DAY",
      "appliesTo": "DECK"
    }
  ],
  "notes": [
    "DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH."
  ],
  "labels": [],
  "description": "This crop contains a construction note governing removal of edge beam forms following the deck pour. No physical construction elements are drawn in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "printed scale reference",
      "value": "1",
      "unit": "INCH",
      "appliesTo": "WHEN PRINTED FULL"
    }
  ],
  "notes": [],
  "labels": [
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY",
    "DRAWING NO.",
    "35-0007",
    "BRIDGE SHEET",
    "7 OF 21",
    "1 INCH WHEN PRINTED FULL"
  ],
  "description": "This crop shows a portion of the bridge drawing title block, including the professional engineer registration seal, drawing number, sheet number, revision-log columns, and printed scale reference. No constructional work items are shown in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Deck Section - Spans 1 and 3"
    }
  ],
  "notes": [],
  "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",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "PRINTED FULL SIZE",
    "0019181_0007.dgn"
  ],
  "description": "This crop shows the drawing title block for Bridge No. 1 LT. and RT. It identifies the Georgia Department of Transportation deck section drawing for Spans 1 and 3 on SR 21 at NS #620272Y in Jenkins County, including scale, date, project number, designer, checker, reviewer, and approval information."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "SCALE",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing"
    },
    {
      "label": "BRIDGE SHEET",
      "value": "7 OF 21",
      "unit": "",
      "appliesTo": "Drawing set"
    }
  ],
  "notes": [],
  "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",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO.",
    "35-0007",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0007.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER",
    "No.19371",
    "ARUNA SASTRY"
  ],
  "description": "This crop shows the drawing title block for a Georgia Department of Transportation bridge sheet. The sheet is titled \"DECK SECTION - SPANS 1 AND 3\" for SR 21 @ NS #620272Y in Jenkins County, identified as Bridge Sheet 7 of 21 and Drawing No. 35-0007."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloping rectangular slab section",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning over two beam sections."
    },
    {
      "name": "girder/beam",
      "tag": "",
      "shape": "I-girder section",
      "material": "",
      "count": 2,
      "note": "Two beam sections are visible below the slab."
    },
    {
      "name": "barrier/parapet",
      "tag": "",
      "shape": "tapered vertical section",
      "material": "",
      "count": 1,
      "note": "Visible at the left slab edge only."
    },
    {
      "name": "reinforcement bar",
      "tag": "58-600",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Leader identifies bars in the top of slab over intermediate bents."
    },
    {
      "name": "reinforcement bar",
      "tag": "400",
      "shape": "linear bar",
      "material": "",
      "count": null,
      "note": "Referenced as paired bars in the top of slab."
    }
  ],
  "measurements": [
    {
      "label": "quantity of 58-600 bars between each pair of 400 bars",
      "value": "2",
      "unit": "",
      "appliesTo": "58-600"
    }
  ],
  "notes": [
    "58-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)"
  ],
  "labels": [
    "SECTION THRU SLAB AT INTERMEDIATE BENT"
  ],
  "description": "This crop is a transverse section through the bridge deck slab at an intermediate bent location. It shows the slab reinforcement arrangement over two I-girder sections and a left-edge barrier/parapet section."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top of slab is referenced for Dimension “D”; slab thickness is specified between beams and in overhangs."
    },
    {
      "name": "beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension “D” is measured to top of beams at centerline bearing; interior and exterior beam values are specified."
    }
  ],
  "measurements": [
    {
      "label": "Slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "“D” interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "“D” exterior beams",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "exterior beams"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾″ BETWEEN BEAMS AND 8″ IN THE OVERHANGS.",
    "“D” = 8¾″ INTERIOR BEAMS",
    "“D” = 9⅛″ EXTERIOR BEAMS"
  ],
  "labels": [],
  "description": "This crop is a structural note block defining slab-beam Dimension “D.” It documents the measurement reference, variation between bearings, required slab thicknesses, and Dimension “D” values for interior and exterior beams."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "sloped rectangular slab",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown spanning across the tops of the beams, with an overhang at the left."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "I-girder",
      "material": "",
      "count": 3,
      "note": "Three beam portions are visible; outer beams are cropped."
    },
    {
      "name": "parapet or barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Located at the left slab edge; no tag is shown."
    },
    {
      "name": "fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Not shown; noted as typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "30-400A",
      "shape": "circular bar section",
      "material": "",
      "count": null,
      "note": "Spaced as shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "500A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at 6½ inches."
    },
    {
      "name": "reinforcement bar",
      "tag": "501",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Located under every 500A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "At every 500A, typical."
    }
  ],
  "measurements": [
    {
      "label": "Dimension “D” — interior beams",
      "value": "8¾″",
      "unit": "",
      "appliesTo": "interior beams"
    },
    {
      "label": "Dimension “D” — exterior beams",
      "value": "9⅛″",
      "unit": "",
      "appliesTo": "exterior beams"
    },
    {
      "label": "Constant slab thickness between beams",
      "value": "7¾″",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "Slab thickness in overhangs",
      "value": "8″",
      "unit": "",
      "appliesTo": "deck slab overhang"
    },
    {
      "label": "Horizontal dimension at left edge",
      "value": "1/2″",
      "unit": "",
      "appliesTo": "left slab-edge detail"
    },
    {
      "label": "Horizontal dimension",
      "value": "1′-8″",
      "unit": "",
      "appliesTo": "left slab-edge detail"
    },
    {
      "label": "Reinforcement spacing",
      "value": "6½″",
      "unit": "",
      "appliesTo": "500A"
    },
    {
      "label": "Slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "deck slab"
    }
  ],
  "notes": [
    "DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.",
    "MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.",
    "“D” = 8¾” INTERIOR BEAMS",
    "“D” = 9⅛” EXTERIOR BEAMS",
    "FENCE NOT SHOWN, TYP.",
    "502 AT EVERY 500A, TYP.",
    "30-400A SPACED AS SHOWN",
    "500A AT 6½”",
    "501 UNDER EVERY 500A"
  ],
  "labels": [],
  "description": "This crop shows a cross section through a bridge deck slab supported on I-girders, including the left overhang and a tapered edge barrier or parapet. It documents slab thickness, variable dimension “D” at beam centerline bearings, deck slope, and reinforcement callouts."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier parapet",
      "tag": "",
      "shape": "tapered concrete section with vertical outside face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Barrier cross-section shown on a supporting slab edge."
    },
    {
      "name": "supporting deck slab edge",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Only the slab edge beneath the barrier is shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "circular bars shown in section",
      "material": "reinforcing steel",
      "count": 12,
      "note": "Called out as 12-502 in barrier."
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "sloping bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at 14\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out at each 503A."
    },
    {
      "name": "drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": 2,
      "note": "Specified both sides for the full length of bridge."
    }
  ],
  "measurements": [
    {
      "label": "minimum lap",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "503A and 503B"
    },
    {
      "label": "taper at end post",
      "value": "0\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "clearance",
      "value": "1 1/2\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "clearance",
      "value": "3\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "clearance, two sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "barrier parapet"
    },
    {
      "label": "503A spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "503A"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-502",
      "unit": "",
      "appliesTo": "502"
    },
    {
      "label": "drip bead size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "drip bead"
    },
    {
      "label": "horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "supporting deck slab edge"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Detail"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "2\" CL., TWO SIDES",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "503A AT 14\"",
    "3/4\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a transverse barrier detail at the bridge deck edge, including the tapered barrier profile and its supporting slab edge. It documents barrier reinforcement, cover/clearance dimensions, drip bead requirements, and a note for a fence that is not shown."
}

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

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with tapered outer face",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Section at endwall; End Bent 1 shown and End Bent 4 similar."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 5,
      "note": "Placed at 18\" ±, alternating to give 9\" spacing."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Placed at 18\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "horizontal strip",
      "material": "",
      "count": 1,
      "note": "Located at the slab/endwall interface."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 1,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "radius",
      "value": "1/4\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "18\" ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternating spacing",
      "value": "9\"",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clear cover",
      "value": "3 1/2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "18\"",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "10\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "slab"
    },
    {
      "label": "vertical dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "bar spacing",
      "value": "12\" ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2\"",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "5 506B AT 18\" ±, ALT. TO GIVE 9\" SP.",
    "3 1/2\" MIN. CL.",
    "506A AT 18\"",
    "2\" CL. 3 SIDES",
    "8-504B AT 12\" ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "1/2\" PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "SLAB REINFORCEMENT NOT SHOWN"
  ],
  "labels": [
    "SECTION AT ENDWALL",
    "END BENT 1 SHOWN",
    "END BENT 4 SIMILAR",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop is a sectional reinforcement and interface detail titled SECTION AT ENDWALL. It shows the endwall profile, adjacent slab interface, reinforcement callouts, joint filler, waterproofing callout, and a bearing-pad note; End Bent 1 is shown and End Bent 4 is noted as similar."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "fence post",
      "tag": "",
      "shape": "cylindrical pipe with curved top",
      "material": "zinc coated",
      "count": 1,
      "note": "Post is shown set in a pipe sleeve at the top of the barrier."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "cylindrical vertical pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Partial adjacent post is visible at left."
    },
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh panel",
      "material": "",
      "count": 1,
      "note": "Partial fence panel visible at left."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "cylindrical pipe sleeve",
      "material": "",
      "count": 1,
      "note": "Called out as standard-weight pipe sleeve."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered barrier cross section",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "horizontal slab",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "non-shrink cement grout",
      "tag": "*",
      "shape": "fill at top of pipe sleeve",
      "material": "non-metallic Portland cement",
      "count": 1,
      "note": "Material note is partially cut off."
    }
  ],
  "measurements": [
    {
      "label": "Pipe diameter, typical",
      "value": "2 7/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "Vertical dimension",
      "value": "5'-1\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "4'-7\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "partial left pipe sleeve"
    },
    {
      "label": "Radius",
      "value": "2'-6\"",
      "unit": "",
      "appliesTo": "curved fence post"
    },
    {
      "label": "Angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "curved fence post"
    },
    {
      "label": "Horizontal dimension",
      "value": "10 1/4\"",
      "unit": "",
      "appliesTo": "curved fence post"
    },
    {
      "label": "Overall vertical dimension",
      "value": "10'-4\"",
      "unit": "",
      "appliesTo": "fence post detail"
    },
    {
      "label": "Fence height",
      "value": "7'-0\"",
      "unit": "",
      "appliesTo": "zinc coated fence"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "Vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "Barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "Scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FENCE POST DETAIL"
    }
  ],
  "notes": [
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GR",
    "IN ACCORDANCE WITH ASTM C1107, TROWEL TO PR",
    "POSITIVE DRAINAGE."
  ],
  "labels": [
    "FENCE POST DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a fence post detail, including a curved 2 7/8-inch-diameter pipe post set in a 4-inch-diameter standard-weight pipe sleeve at the top of a barrier. The barrier is shown supported on a slab, with a partial adjacent zinc-coated fence panel and vertical post visible at the left edge."
}

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

{
  "view": "Detail",
  "objects": [
    {
      "name": "concrete barrier",
      "tag": "",
      "shape": "tapered vertical barrier with rectangular base",
      "material": "",
      "count": 1,
      "note": "Barrier cross-section detail; tapers to 0\" at end post."
    },
    {
      "name": "reinforcement bar",
      "tag": "503A",
      "shape": "sloping straight bar",
      "material": "",
      "count": null,
      "note": "Shown in barrier; callout states 503A at 14\"."
    },
    {
      "name": "reinforcement bar",
      "tag": "503B",
      "shape": "straight bar",
      "material": "",
      "count": null,
      "note": "Callout states 503B at each 503A."
    },
    {
      "name": "reinforcement bar",
      "tag": "502",
      "shape": "straight bar",
      "material": "",
      "count": 12,
      "note": "Called out as 12-502 in barrier; see deck plan for letter designation."
    },
    {
      "name": "triangular drip bead",
      "tag": "",
      "shape": "triangular",
      "material": "",
      "count": null,
      "note": "Full length of bridge, both sides."
    }
  ],
  "measurements": [
    {
      "label": "minimum lap of 503A and 503B bars",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "503A and 503B"
    },
    {
      "label": "overall top horizontal dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "dimension marked with asterisk",
      "value": "8\"*",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "clearance",
      "value": "1½\"",
      "unit": "",
      "appliesTo": "fence not shown"
    },
    {
      "label": "clearance",
      "value": "3\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "barrier height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "clearance, two sides",
      "value": "2\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "spacing",
      "value": "14\"",
      "unit": "",
      "appliesTo": "503A"
    },
    {
      "label": "triangular drip bead size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "triangular drip bead"
    },
    {
      "label": "horizontal dimension",
      "value": "3\"",
      "unit": "",
      "appliesTo": "concrete barrier"
    },
    {
      "label": "drawing scale",
      "value": "3/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Detail"
    }
  ],
  "notes": [
    "NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2\"",
    "* TAPERS TO 0\" AT END POST",
    "FENCE NOT SHOWN, TYP.",
    "503B AT EACH 503A",
    "2\" CL., TWO SIDES",
    "12-502 IN BARRIER, SEE DECK PLAN FOR LETTER DESIGNATION",
    "3/4\" TRIANGULAR DRIP BEAD, FULL LENGTH OF BRIDGE BOTH SIDES"
  ],
  "labels": [
    "BARRIER DETAIL",
    "SCALE: 3/4\" = 1'-0\""
  ],
  "description": "This crop shows a barrier cross-section reinforcement detail, including a tapered barrier profile and its base. It documents 503A and 503B reinforcement, 12-502 bars in the barrier, fence clearance, and a triangular drip bead along both sides of the bridge."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "security fence",
      "tag": "",
      "shape": "",
      "material": "9 gage chain link, zinc coated",
      "count": null,
      "note": "Two inch security fence."
    },
    {
      "name": "galvanized sleeve",
      "tag": "",
      "shape": "circular",
      "material": "galvanized",
      "count": null,
      "note": "Cast in parapet; 4” diameter."
    },
    {
      "name": "parapet",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Sleeves are to be cast in parapet."
    },
    {
      "name": "fence fabric",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Fastened to posts."
    },
    {
      "name": "fence posts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Post spacing and location relative to barrier joints are specified."
    },
    {
      "name": "rails",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide expansion sleeve for rails at superstructure joints."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Posts are to be placed minimum 1'-0” from joints in barrier."
    }
  ],
  "measurements": [
    {
      "label": "fence gage",
      "value": "9",
      "unit": "GAGE",
      "appliesTo": "security fence"
    },
    {
      "label": "security fence size",
      "value": "TWO",
      "unit": "INCH",
      "appliesTo": "security fence"
    },
    {
      "label": "sleeve diameter",
      "value": "4”",
      "unit": "DIA.",
      "appliesTo": "galvanized sleeve"
    },
    {
      "label": "sleeve diameter",
      "value": "4”",
      "unit": "DIA.",
      "appliesTo": "galvanized sleeves"
    },
    {
      "label": "maximum fabric fastening interval",
      "value": "14”",
      "unit": "",
      "appliesTo": "fence fabric"
    },
    {
      "label": "minimum post spacing",
      "value": "7’-0”",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "maximum post spacing",
      "value": "10’-0”",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "minimum post distance from barrier joints",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "fence posts"
    },
    {
      "label": "grout cure duration",
      "value": "THREE",
      "unit": "DAYS",
      "appliesTo": "non-shrink, non-metallic grout"
    }
  ],
  "notes": [
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4” DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14”.",
    "6. SPACE POSTS AT A MINIMUM OF 7’-0” AND A MAXIMUM OF 10’-0”. PLACE POSTS 1’-0” MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894."
  ],
  "labels": [
    "FENCE NOTES:",
    "SECTION THRU ENDWALL",
    "(LOOKING AHEAD, LEFT BRIDGE SHOWN, RIGHT BRIDGE SIMILAR)"
  ],
  "description": "This crop is primarily a fence-notes block for a bridge security fence installation. A heading identifies a section through endwall, looking ahead with the left bridge shown and right bridge similar, but no graphical section detail is visible in this crop."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "endwall",
      "tag": "",
      "shape": "stepped rectangular section with sloped face",
      "material": "",
      "count": 1,
      "note": "Section at endwall."
    },
    {
      "name": "beam",
      "tag": "",
      "shape": "rectangular section, partially shown",
      "material": "",
      "count": 1,
      "note": "End-of-beam reinforcement callouts are shown."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular section",
      "material": "",
      "count": 1,
      "note": "Slab reinforcement not shown."
    },
    {
      "name": "reinforcement bar",
      "tag": "506B",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": "Placed alternately."
    },
    {
      "name": "reinforcement bar",
      "tag": "506A",
      "shape": "bent bar",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "504B",
      "shape": "straight bar",
      "material": "",
      "count": 8,
      "note": "Between beams."
    },
    {
      "name": "reinforcement bar",
      "tag": "504A",
      "shape": "straight bar",
      "material": "",
      "count": 2,
      "note": "At end of beam."
    },
    {
      "name": "reinforcement bar",
      "tag": "900",
      "shape": "straight bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "505",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "401",
      "shape": "bent bar",
      "material": "",
      "count": 4,
      "note": ""
    },
    {
      "name": "preformed joint filler",
      "tag": "",
      "shape": "thin rectangular layer",
      "material": "preformed joint filler",
      "count": 1,
      "note": "Located between the endwall and slab."
    },
    {
      "name": "waterproofing",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": null,
      "note": "See Section 530 of the Georgia DOT Specifications."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "1’-6”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "radius",
      "value": "1/4”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "506B spacing",
      "value": "18” ±",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "alternate spacing",
      "value": "9”",
      "unit": "",
      "appliesTo": "506B"
    },
    {
      "label": "minimum clearance",
      "value": "3 1/2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "vertical dimension",
      "value": "10”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "9”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "12”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "clear cover",
      "value": "2”",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "506A spacing",
      "value": "18”",
      "unit": "",
      "appliesTo": "506A"
    },
    {
      "label": "vertical dimension",
      "value": "8”",
      "unit": "",
      "appliesTo": "beam"
    },
    {
      "label": "504B spacing",
      "value": "12” ±",
      "unit": "",
      "appliesTo": "504B"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "vertical dimension",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "joint filler thickness",
      "value": "1/2”",
      "unit": "",
      "appliesTo": "preformed joint filler"
    },
    {
      "label": "scale",
      "value": "3/4” = 1’-0”",
      "unit": "",
      "appliesTo": "SECTION AT ENDWALL"
    }
  ],
  "notes": [
    "506B AT 18” ±, ALT. TO GIVE 9” SP.",
    "3 1/2” MIN. CL.",
    "2” CL. 3 SIDES",
    "8-504B AT 12” ± BETWEEN BEAMS",
    "2-504A AT END OF BEAM",
    "WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS",
    "1/2” PREFORMED JOINT FILLER",
    "BEARING PAD NOT SHOWN",
    "SLAB REINFORCEMENT NOT SHOWN",
    "END BENT 1 SHOWN END BENT 4 SIMILAR"
  ],
  "labels": [
    "1-505",
    "4-401",
    "4-900",
    "SECTION AT ENDWALL",
    "SCALE: 3/4” = 1’-0”"
  ],
  "description": "This crop is a sectional reinforcement and joint detail titled SECTION AT ENDWALL. It shows the endwall adjacent to the end of a beam and slab, including reinforcing-bar callouts, waterproofing, and a preformed joint filler. The detail states that End Bent 1 is shown and End Bent 4 is similar."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh panels",
      "material": "zinc coated",
      "count": 2,
      "note": "Two fence bays are visible in the main elevation."
    },
    {
      "name": "end/pull post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Shown at the left end of the fence elevation."
    },
    {
      "name": "line post",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Vertical post shown between the two fence bays."
    },
    {
      "name": "horizontal rail",
      "tag": "",
      "shape": "circular pipe",
      "material": "zinc coated",
      "count": null,
      "note": "Top, intermediate, and bottom horizontal rails are shown."
    },
    {
      "name": "truss bracing",
      "tag": "",
      "shape": "diagonal circular pipe",
      "material": "zinc coated",
      "count": 1,
      "note": "Diagonal brace shown from the lower end-post area to the intermediate-post area."
    },
    {
      "name": "tension bar",
      "tag": "",
      "shape": "flat bar",
      "material": "zinc coated",
      "count": 1,
      "note": "Shown at the left end post."
    },
    {
      "name": "tension bar bands",
      "tag": "",
      "shape": "bands",
      "material": "",
      "count": null,
      "note": "Attached at the left end post."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular pipe sleeve",
      "material": "standard weight pipe",
      "count": 2,
      "note": "Sleeves are shown below the two posts in the main elevation."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": null,
      "note": "Supporting barrier is shown below the fence."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular elevation",
      "material": "",
      "count": null,
      "note": "Shown below the barrier."
    }
  ],
  "measurements": [
    {
      "label": "tension bar band spacing",
      "value": "12″ O.C. MAX.",
      "unit": "",
      "appliesTo": "tension bar bands"
    },
    {
      "label": "pipe diameter",
      "value": "1⅝″ DIA.",
      "unit": "",
      "appliesTo": "horizontal rail"
    },
    {
      "label": "pipe diameter",
      "value": "2⅞″ DIA.",
      "unit": "",
      "appliesTo": "end/pull post and line post"
    },
    {
      "label": "horizontal distance",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "end post / construction joint"
    },
    {
      "label": "offset",
      "value": "½″",
      "unit": "",
      "appliesTo": "bottom rail"
    },
    {
      "label": "pipe sleeve depth",
      "value": "1′-0″",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "fence height",
      "value": "5′-1″",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "fence height",
      "value": "4′-7″",
      "unit": "",
      "appliesTo": "fence"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4″ DIA.",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "angle",
      "value": "45°",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "scale",
      "value": "¾″ = 1′-0″",
      "unit": "",
      "appliesTo": "FENCE ELEVATION"
    }
  ],
  "notes": [
    "TENSION BAR BANDS AT 12″ O.C. MAX.",
    "TENSION BAR ZINC COATED",
    "ZINC COATED FENCE",
    "1⅝″ DIA. PIPE ZINC COATED",
    "2⅞″ DIA. PIPE, TYP.",
    "TRUSS BRACING AT END OR PULL",
    "POST VERT. ZINC COATED",
    "½″ OFFSET",
    "4″ DIA. STD. WT. PIPE SLEEVE"
  ],
  "labels": [
    "CONST. JOINT",
    "FENCE ELEVATION",
    "SCALE: ¾″ = 1′-0″"
  ],
  "description": "This crop shows a fence elevation mounted on a barrier and slab, with zinc-coated chain-link fabric, pipe posts and rails, tension-bar bands, and diagonal truss bracing at the end or pull post. A partial adjacent fence-related detail is visible at the right edge, showing a post in a pipe sleeve and a 45° indication; its remaining text and dimensions are cropped."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "chain-link fence fabric",
      "tag": "",
      "shape": "diamond mesh",
      "material": "zinc coated",
      "count": 1,
      "note": "Only a partial adjacent fence panel is visible at the left edge."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular pipe with curved top",
      "material": "zinc coated",
      "count": 1,
      "note": "Post is shown supporting the fence fabric and embedded in a pipe sleeve at the barrier."
    },
    {
      "name": "pipe sleeve",
      "tag": "",
      "shape": "circular pipe",
      "material": "",
      "count": 1,
      "note": "Shown within the top of the barrier."
    },
    {
      "name": "barrier",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Barrier is shown on top of the slab."
    },
    {
      "name": "slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only the upper portion of the slab is shown."
    }
  ],
  "measurements": [
    {
      "label": "pipe diameter, typical",
      "value": "2 7/8″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence/post height",
      "value": "5'-1″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "vertical dimension",
      "value": "4'-7″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "horizontal offset",
      "value": "10¼″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bend radius",
      "value": "2'-6″ R",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bend angle",
      "value": "45°",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "overall height",
      "value": "10'-4″",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence height",
      "value": "7'-0″",
      "unit": "",
      "appliesTo": "chain-link fence fabric"
    },
    {
      "label": "pipe sleeve diameter",
      "value": "4″",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "pipe sleeve designation",
      "value": "STD. WT.",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "sleeve depth",
      "value": "1'-0″",
      "unit": "",
      "appliesTo": "pipe sleeve"
    },
    {
      "label": "barrier height",
      "value": "3'-6″",
      "unit": "",
      "appliesTo": "barrier"
    },
    {
      "label": "dimension at partial adjacent fence detail",
      "value": "1'-0″",
      "unit": "",
      "appliesTo": "chain-link fence fabric"
    },
    {
      "label": "scale",
      "value": "3/4″ = 1'-0″",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "* NON-SHRINK, NON-METALLIC PORTLAND CEMENT G",
    "IN ACCORDANCE WITH ASTM C1107, TROWEL TO P",
    "POSITIVE DRAINAGE."
  ],
  "labels": [
    "FENCE POST DETAIL",
    "SCALE: 3/4″ = 1'-0″"
  ],
  "description": "This crop shows a fence post detail for zinc-coated fence attached at a barrier on a slab. The detail depicts a curved 2 7/8-inch-diameter pipe post installed in a 4-inch standard-weight pipe sleeve, with a partial adjacent chain-link fence panel visible at the left."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "NO. 4 BARS minimum lap length",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "NO. 4 BARS"
    },
    {
      "label": "NO. 5 BARS minimum lap length",
      "value": "2'-2\"",
      "unit": "",
      "appliesTo": "NO. 5 BARS"
    },
    {
      "label": "NO. 9 BARS minimum lap length",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "NO. 9 BARS"
    }
  ],
  "notes": [
    "NOTE:",
    "MINIMUM LAP LENGTH AS FOLLOWS:",
    "NO. 4 BARS = 2'-0\"",
    "NO. 5 BARS = 2'-2\"",
    "NO. 9 BARS = 4'-0\""
  ],
  "labels": [],
  "description": "This crop is a reinforcement note specifying minimum lap lengths for No. 4, No. 5, and No. 9 bars. No specific structural element is shown in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge sheet",
      "value": "8 OF 21",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [
    "SCALE: 3/8\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO.",
    "35-0008",
    "BRIDGE SHEET",
    "DATE",
    "REVISIONS",
    "BY",
    "APRIL 2025",
    "DESIGNED",
    "UP",
    "DRAWN",
    "EPR",
    "CHECKED",
    "AS",
    "DESIGN GROUP",
    "JBK",
    "REVIEWED",
    "DLC/SKG",
    "APPROVED",
    "DPD",
    "GEORGIA REGISTERED ENGINEER",
    "No.19371",
    "PROFESSIONAL",
    "ARUNA SASTRY",
    "0019181_0008.dgn"
  ],
  "description": "This crop is the title block for bridge drawing sheet 8 of 21. It identifies the deck section for Spans 1 and 3 of Bridge No. 1 LT. and RT. on SR 21 at NS #620272Y in Jenkins County; no construction detail is shown in this crop."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Drawing"
    }
  ],
  "notes": [
    "SCALE: 3/8\" = 1'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "DECK SECTION - SPANS 1 AND 3",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0008",
    "BRIDGE SHEET 8 OF 21",
    "DATE",
    "REVISIONS",
    "BY",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "APRIL 2025",
    "0019181_0008.dgn",
    "GEORGIA REGISTERED No.19371 PROFESSIONAL ENGINEER ARUNA SASTRY"
  ],
  "description": "This crop shows the bridge drawing title block for Bridge No. 1 LT. and RT. It identifies the sheet as Deck Section - Spans 1 and 3 for SR 21 @ NS #620272Y in Jenkins County, Drawing No. 35-0008, Bridge Sheet 8 of 21."
}